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Appl. Sci., Volume 13, Issue 24 (December-2 2023) – 381 articles

Cover Story (view full-size image): This study involved the measurement of booming noises during on-road vehicle tests to pinpoint their origins. Additionally, ODSs were extracted from the tailgate vibration signals to gain insight into its dynamic behavior. Modal tests were conducted on the tailgate to determine its dynamic characteristics and compared with driving test results to reveal the mechanism responsible for tailgate-induced booming noise. View this paper
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20 pages, 1856 KiB  
Article
Optimal Power Allocation and Delay Minimization Based on Conflict Graph Algorithm for Device-to-Device Communications
by Leonardo Alves Moreira de Melo, Marcus Vinícius Gonzaga Ferreira and Flávio Henrique Teles Vieira
Appl. Sci. 2023, 13(24), 13352; https://doi.org/10.3390/app132413352 - 18 Dec 2023
Cited by 1 | Viewed by 1152
Abstract
Device-to-device (D2D) technology is a promising technique in terms of being capable of providing efficiency, decreased latency, improved data rate, and increased capacity to cellular networks. Allocating power to users in order to reduce energy consumption and maintain quality of service (QoS) remains [...] Read more.
Device-to-device (D2D) technology is a promising technique in terms of being capable of providing efficiency, decreased latency, improved data rate, and increased capacity to cellular networks. Allocating power to users in order to reduce energy consumption and maintain quality of service (QoS) remains a major challenge in D2D communications. In this paper, we aim to maximize the throughput of D2D users and cellular users subject to QoS requirements and signal-to-interference-plus-noise ratio (SINR). To this end, we propose a resource and power allocation approach called optimal power allocation and delay minimization based on the conflict graph (OP-DMCG) algorithm that considers optimal power allocation for D2D multi-users in the cellular uplink channels and minimization of the total network delay using conflict graphs. Based on the simulations presented in this paper, we show that the proposed OP-DMCG algorithm outperforms the greedy throughput maximization plus (GTM+), delay minimization conflict graph (DMCG), and power and delay optimization based uplink resource allocation (PDO-URA) algorithms in terms of both total network throughput and total D2D throughput. Full article
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<p>System model.</p>
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<p>Total throughput—random search.</p>
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<p>Total D2D throughput—random search.</p>
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<p>Fairness index—random search.</p>
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<p>Delay—random search.</p>
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<p>Total throughput—closest search.</p>
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<p>Total D2D throughput—closest search.</p>
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<p>Fairness index—closest search.</p>
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<p>Delay—closest search.</p>
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<p>Total throughput—radius search.</p>
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<p>Total D2D throughput—radius search.</p>
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<p>Fairness index—radius search.</p>
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<p>Delay—radius search.</p>
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21 pages, 9191 KiB  
Article
Multi-Defect Detection Network for High-Voltage Insulators Based on Adaptive Multi-Attention Fusion
by Yiming Hu, Bin Wen, Yongsheng Ye and Chao Yang
Appl. Sci. 2023, 13(24), 13351; https://doi.org/10.3390/app132413351 - 18 Dec 2023
Cited by 4 | Viewed by 1551
Abstract
Insulators find extensive use across diverse facets of power systems, playing a pivotal role in ensuring the security and stability of electrical transmission. Detecting insulators is a fundamental measure to secure the safety and stability of power transmission, with precise insulator positioning being [...] Read more.
Insulators find extensive use across diverse facets of power systems, playing a pivotal role in ensuring the security and stability of electrical transmission. Detecting insulators is a fundamental measure to secure the safety and stability of power transmission, with precise insulator positioning being a prerequisite for successful detection. To overcome challenges such as intricate insulator backgrounds, small defect scales, and notable differences in target scales that reduce detection accuracy, we propose the AC-YOLO insulator multi-defect detection network based on adaptive attention fusion. To elaborate, we introduce an adaptive weight distribution multi-head self-attention module designed to concentrate on intricacies in the features, effectively discerning between insulators and various defects. Additionally, an adaptive memory fusion detection head is incorporated to amalgamate multi-scale target features, augmenting the network’s capability to extract insulator defect characteristics. Furthermore, a CBAM attention mechanism is integrated into the backbone network to enhance the detection performance for smaller target defects. Lastly, improvements to the loss function expedite model convergence. This study involved training and evaluation using publicly available datasets for insulator defects. The experimental results reveal that the AC-YOLO model achieves a notable 5.1% enhancement in detection accuracy compared to the baseline. This approach significantly boosts detection precision, diminishes false positive rates, and fulfills real-time insulator localization requirements in power system inspections. Full article
(This article belongs to the Special Issue Applications of Deep Learning and Artificial Intelligence Methods)
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<p>YOLOv5s network structure.</p>
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<p>YOLOv5s components.</p>
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<p>Structure of the AC-YOLO network model.</p>
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<p>Structure of the adaptive weight distribution multi-head self-attention module.</p>
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<p>AWDM structure diagram.</p>
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<p>AWDMSM with different embedding methods. (<b>a</b>) AWDMSM without residuals in the backbone; (<b>b</b>) AWDMSM with residuals in PANet.</p>
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<p>Structure of AMFDH.</p>
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<p>CBAM attention module.</p>
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<p>Heat map visualization results, the dark red or yellow in the figure indicates the area that the CBAM attention mechanism focuses on. (<b>a</b>) Original YOLOv5 heat map; (<b>b</b>) added CBAM attention mechanism heat map.</p>
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<p>Angle and distance loss calculation. (<b>a</b>) Angle calculation. (<b>b</b>) Distance cost.</p>
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<p>Comparison of the convergence of the two loss functions.</p>
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<p>Labeling process of LabelImg tool.</p>
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<p>Insulator defect sample diagram. (<b>a</b>) Breakage insulators. (<b>b</b>) Flashover insulators.</p>
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<p>Model evaluation index. (<b>a</b>) Total training loss comparison curve. (<b>b</b>) mAP0.5 comparison curve.</p>
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<p>Convergence speed of different loss functions.</p>
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<p>YOLOv5 and AC-YOLO detection results. (<b>a</b>) Left: YOLOv5; right: AC-YOLOv5. (<b>b</b>) Left: YOLOv5; right: AC-YOLOv5. (<b>c</b>) Left: YOLOv5; right: AC-YOLOv5.</p>
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<p>YOLOv5 and AC-YOLO detection results. (<b>a</b>) Left: YOLOv5; right: AC-YOLOv5. (<b>b</b>) Left: YOLOv5; right: AC-YOLOv5. (<b>c</b>) Left: YOLOv5; right: AC-YOLOv5.</p>
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19 pages, 1949 KiB  
Article
Convolutional Neural Network-Based Classification of Steady-State Visually Evoked Potentials with Limited Training Data
by Marcin Kołodziej, Andrzej Majkowski, Remigiusz J. Rak and Przemysław Wiszniewski
Appl. Sci. 2023, 13(24), 13350; https://doi.org/10.3390/app132413350 - 18 Dec 2023
Viewed by 1789
Abstract
One approach employed in brain–computer interfaces (BCIs) involves the use of steady-state visual evoked potentials (SSVEPs). This article examines the capability of artificial intelligence, specifically convolutional neural networks (CNNs), to improve SSVEP detection in BCIs. Implementing CNNs for this task does not require [...] Read more.
One approach employed in brain–computer interfaces (BCIs) involves the use of steady-state visual evoked potentials (SSVEPs). This article examines the capability of artificial intelligence, specifically convolutional neural networks (CNNs), to improve SSVEP detection in BCIs. Implementing CNNs for this task does not require specialized knowledge. The subsequent layers of the CNN extract valuable features and perform classification. Nevertheless, a significant number of training examples are typically required, which can pose challenges in the practical application of BCI. This article examines the possibility of using a CNN in combination with data augmentation to address the issue of a limited training dataset. The data augmentation method that we applied is based on the spectral analysis of the electroencephalographic signals (EEG). Initially, we constructed the spectral representation of the EEG signals. Subsequently, we generated new signals by applying random amplitude and phase variations, along with the addition of noise characterized by specific parameters. The method was tested on a set of real EEG signals containing SSVEPs, which were recorded during stimulation by light-emitting diodes (LEDs) at frequencies of 5, 6, 7, and 8 Hz. We compared the classification accuracy and information transfer rate (ITR) across various machine learning approaches using both real training data and data generated with our augmentation method. Our proposed augmentation method combined with a convolutional neural network achieved a high classification accuracy of 0.72. In contrast, the linear discriminant analysis (LDA) method resulted in an accuracy of 0.59, while the canonical correlation analysis (CCA) method yielded 0.57. Additionally, the proposed approach facilitates the training of CNNs to perform more effectively in the presence of various EEG artifacts. Full article
(This article belongs to the Special Issue Computational and Mathematical Methods for Neuroscience)
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<p>Diagram of the conducted research.</p>
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<p>Example of one second of the real EEG signal (blue) and the generated signal (red).</p>
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<p>Histogram of samples of one second of the real EEG signal (blue) and the generated signal (red).</p>
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<p>Spectrum of the real EEG signal (blue) and the generated signal (red).</p>
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<p>Schematic illustration of using a CNN to classify SSVEPs.</p>
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<p>Schematic illustration of using classical methods for SSVEP detection.</p>
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<p>Schematic illustration of using dedicated methods (CCA, sMP) for SSVEP detection.</p>
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<p>One second fragment of the EEG signal fed to the network input and the spectrum of this signal.</p>
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<p>One second fragment of the EEG signal after applying the exemplary convolutional filter (no 110) in the 4th layer and spectrum of this signal.</p>
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24 pages, 1950 KiB  
Article
A Distributed Multicast QoS Routing Construction Approach in Information-Centric Networking
by Jianping Song, Hong Ni and Xiaoyong Zhu
Appl. Sci. 2023, 13(24), 13349; https://doi.org/10.3390/app132413349 - 18 Dec 2023
Cited by 1 | Viewed by 1135
Abstract
Many applications suitable for multicast transmission, such as video conferencing and live e-commerce, demand high Quality of Service (QoS) and require data delivery to be completed within specified delay constraints. Some methods have been proposed for constructing delay-constrained multicast routing based on network [...] Read more.
Many applications suitable for multicast transmission, such as video conferencing and live e-commerce, demand high Quality of Service (QoS) and require data delivery to be completed within specified delay constraints. Some methods have been proposed for constructing delay-constrained multicast routing based on network state. However, obtaining precise network latency can be challenging, resulting in inaccuracies in delay-constrained routing calculations and, ultimately, the inability to meet application requirements. Additionally, many methods engage in an indiscriminate exploration of potential paths in the network, causing significant message processing overhead. This paper proposes an Information-Centric Networking (ICN)-based approach for delay-constrained multicast routing. Our method dynamically constructs multicast paths from tree nodes to receivers based on real-time path status detection during the join message propagation phase. Additionally, we present a method for acquiring neighborhood state information to facilitate real-time routing decisions. To curtail indiscriminate path exploration, our approach uses the ICN Name Resolution System (NRS) to obtain and select potential optimal tree nodes. For this purpose, we design a multicast service registration and resolution mechanism using the ICN Name Resolution System (NRS). Simulation results indicate that our approach exhibits a higher success ratio and concurrently incurs lower message processing overhead than some other methods, particularly in situations with stringent delay constraints. Full article
(This article belongs to the Section Electrical, Electronics and Communications Engineering)
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<p>The information recorded in the routing table.</p>
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<p>System overview of the distributed delay-constrained multicast routing construction approach.</p>
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<p>The Two-Step Construction Process of NSIB. (<b>a</b>) Example Topology; (<b>b</b>) Neighbor State Information Advertisement; (<b>c</b>) NSIT Advertisement.</p>
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<p>The process of interacting with the NRS. The node will initially interact with the ENRS within the yellow region, and subsequently, based on the outcome, engage with the GNRS within the blue region.</p>
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<p>Multicast tree information storage format in the NRS.</p>
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<p>Multicast Transmission Delay. (<b>a</b>) Hop-by-hop Transmission Delay; (<b>b</b>) Estimated Delay.</p>
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<p>Header format of multicast signaling messages.</p>
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<p>Construction of LS Table During JOIN Message Propagation.</p>
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<p>The delay measured upon arrival of the join message at the tree node.</p>
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<p>Delay estimation during the grafting process.</p>
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<p>Comparison of Success Ratio and QoS Requirement with a Fixed Group Size of 20 Members.</p>
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<p>Comparison of Success Ratio and Group Size. (<b>a</b>) QoS Requirement is 50 ms; (<b>b</b>) QoS Requirement is 100 ms.</p>
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<p>Comparison of Message Processing Overhead and QoS Requirement with a Fixed Group Size of 20 Members.</p>
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<p>Comparison of Message Processing Overhead and Group Size. (<b>a</b>) QoS Requirement is 50 ms; (<b>b</b>) QoS Requirement is 100 ms.</p>
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<p>Comparison of Average Cost and QoS Requirements with a Fixed Group Size of 20 Members.</p>
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<p>Comparison of Average Cost and Group Size (<b>a</b>) QoS Requirement is 50 ms; (<b>b</b>) QoS Requirement is 100 ms.</p>
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<p>The impact of topology size on success ratio and message processing overhead. (<b>a</b>) Success Ratio; (<b>b</b>) Message Processing Overhead.</p>
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<p>The impact of Group Member on success ratio and message processing overhead. (<b>a</b>) Success Ratio; (<b>b</b>) Message Processing Overhead.</p>
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21 pages, 6298 KiB  
Article
Study on the Mechanical Properties of Polyurethane-Cement Mortar Containing Nanosilica: RSM and Machine Learning Approach
by M. S. M. Al-kahtani, Han Zhu, Yasser E. Ibrahim, S. I. Haruna and S. S. M. Al-qahtani
Appl. Sci. 2023, 13(24), 13348; https://doi.org/10.3390/app132413348 - 18 Dec 2023
Cited by 1 | Viewed by 1483
Abstract
Polymer-modified cement mortar has been increasingly used as a runway/road pavement repair material due to its improved bending strength, bonding strength, and wear resistance. The flexural strength of polyurethane–cement mortar (PUCM) is critical in achieving a desirable maintenance effect. This study aims to [...] Read more.
Polymer-modified cement mortar has been increasingly used as a runway/road pavement repair material due to its improved bending strength, bonding strength, and wear resistance. The flexural strength of polyurethane–cement mortar (PUCM) is critical in achieving a desirable maintenance effect. This study aims to evaluate and optimize the flexural strength of PUCM involving nano silica (NS) using a central composite design/response surface methodology (CCD/RSM) to design and establish statistical models. The PU binder and NS were utilized as input parameters to evaluate the responses, such as compressive and flexural strength. Moreover, machine learning (ML) algorithms including artificial neural networks (ANN) and Gaussian regression process (GPR) were used. The PUCM mixtures were prepared by adding a PU binder at 0%, 10%, 15%, and 25% by weight of cement. At the same time, NS was incorporated into the mortar mixes at 0 to 3% (interval of 1%) by cement weight. The results showed that the simultaneous effect of PU binder at the optimal content and NS improved the performance of PUCM. Adding NS to the mortar mixture mitigated some of the strength lost due to the PU binder, which remarkably reduces the strength properties at a high content. The optimized PUCM can be obtained by partly adding 3.5% PU binder and 2.93% NS particles by the weight of cement. The performance of the machine learning algorithms was tested using performance indicators such as the determination of coefficient (R2), mean absolute error (MAE), mean-square error (MSE), and root-mean-square error (RMSE). The GPR algorithm outperformed the ANN with higher R2 and lower MAE values in the training and testing phases. The GPR can predict flexural strength with 90% accuracy, while ANN can predict it with 75% accuracy. Full article
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<p>Particle distribution curve of aggregates used.</p>
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<p>Systematic illustration of the mixing process and testing program.</p>
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<p>CCD framework.</p>
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<p>Architecture of the ANN model.</p>
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<p>The methodology of the developed model.</p>
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<p>Hyperparameter tuning process.</p>
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<p>Compressive strength of PUCM modified with nano silica.</p>
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<p>Flexural strength of PUCM modified with nano silica.</p>
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<p>Relationship between actual and predicted values using CCD/RSM model for (<b>a</b>) flexural strength and (<b>b</b>) compressive strength.</p>
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<p>Three-dimensional plots for the simultaneous effect of PU binder and NS in the PUCM for: (<b>a</b>) Flexural strength and (<b>b</b>) compressive strength.</p>
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<p>Two-dimensional plots for the simultaneous effect of PU binder and NS in the PUCM for (<b>a</b>) flexural strength and (<b>b</b>) compressive strength.</p>
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<p>Optimized mechanical properties of PU–cement mortar.</p>
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<p>Pearson correlation matrix.</p>
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<p>Variation in and frequency distribution of (<b>a</b>) compressive strength and (<b>b</b>) flexural strength.</p>
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<p>Scatter plot between the experimental and predicted flexural strength for (<b>a</b>) ANN and (<b>b</b>) GPR.</p>
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<p>Scatter plot between the experimental and predicted flexural strength for (<b>a</b>) ANN and (<b>b</b>) GPR.</p>
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<p>(<b>a</b>) Taylor diagram and (<b>b</b>) box plots.</p>
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17 pages, 3699 KiB  
Article
Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites
by Liming Zhu, Jiang Meng, Lingkun Chen and Xiaolun Hu
Appl. Sci. 2023, 13(24), 13347; https://doi.org/10.3390/app132413347 - 18 Dec 2023
Viewed by 1180
Abstract
Background: Studying the effects of traffic vibration on adjacent structures has produced fruitful results, but there is a lack of systematic research on the protection, assessment, and ambient vibration effects on cultural relics, and the majority of the studies focus on above-ground buildings, [...] Read more.
Background: Studying the effects of traffic vibration on adjacent structures has produced fruitful results, but there is a lack of systematic research on the protection, assessment, and ambient vibration effects on cultural relics, and the majority of the studies focus on above-ground buildings, with less research conducted on underground cultural relic sites. Objective: In order to investigate the effects of road-traffic-induced vibration on nearby underground sites, the distance between them was precisely determined. Methodology/approach: The site of Chengshang Village in Jurong City, Nanjing, China, was chosen as the research object, and the vibration of the underground site caused by traffic volume was measured on-site. Based on statistical analysis of experimental data, the vibration velocity was deduced as a function of the vehicle’s speed and the vibration source’s distance. Results: The excellent frequency band for traffic load vibration is between 0 and 40 Hz, and the attenuation speed of high-frequency vibration is faster than that of low-frequency vibration; the vibration speed is positively correlated with the speed of the vehicle, and the distance from the vibration source is exponentially attenuated; and under the condition of the determined limit value of the load and the vibration speed, the safety distance increases. Conclusions: This research utilizes the collected data to describe the relationship between the vibration velocity and the distance from the vibration source. Additionally, it estimates the appropriate distance at which cultural relics should be placed from the road to ensure their safety. The study’s findings may serve as a valuable point of reference for traffic planning and the preservation of underground cultural monuments. Full article
(This article belongs to the Special Issue Traffic Noise and Vibrations in Public Transportation Systems)
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<p>Plane figure of Chengshang Village ruins. (<b>a</b>) An aerial photograph captured by a drone; (<b>b</b>) A red line delineating the location of Chengshang Village; and (<b>c</b>) Chinese signage bearing the inscription “Chengshang Village Site Protection Notice”.</p>
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<p>Schematic diagram of stratigraphic accumulation of the Chengshang Village ruins.</p>
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<p>Layout diagram of vibration measuring points.</p>
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<p>The vibration response of different travel speeds.</p>
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<p>Time-history curves of vibration response at different points. (<b>a</b>) Travel speed 10 km/h; (<b>b</b>) Travel speed 20 km/h; (<b>c</b>) Travel speed 40 km/h; (<b>d</b>) Travel speed 60 km/h.</p>
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<p>Time-history curves of vibration response at different points. (<b>a</b>) Travel speed 10 km/h; (<b>b</b>) Travel speed 20 km/h; (<b>c</b>) Travel speed 40 km/h; (<b>d</b>) Travel speed 60 km/h.</p>
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<p>Vibration velocity spectrum response at different travel speeds. (<b>a</b>) Travel speed 10 km/h; (<b>b</b>) Travel speed 20 km/h; (<b>c</b>) Travel speed 40 km/h; (<b>d</b>) Travel speed 60 km/h.</p>
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<p>Vibration velocity spectrum response at different travel speeds. (<b>a</b>) Travel speed 10 km/h; (<b>b</b>) Travel speed 20 km/h; (<b>c</b>) Travel speed 40 km/h; (<b>d</b>) Travel speed 60 km/h.</p>
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<p>Decay relationships between vibration velocity and distance. (<b>a</b>) Travel speed 10 km/h; (<b>b</b>) Travel speed 20 km/h; (<b>c</b>) Travel speed 40 km/h; (<b>d</b>) Travel speed 60 km/h.</p>
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<p>Safe area determined by driving speed and safe distance.</p>
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<p>Similar studies.</p>
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24 pages, 26543 KiB  
Review
Exploring and Visualizing Research Progress and Emerging Trends of Event Prediction: A Survey
by Shishuo Xu, Jinbo Liu, Songnian Li, Su Yang and Fangning Li
Appl. Sci. 2023, 13(24), 13346; https://doi.org/10.3390/app132413346 - 18 Dec 2023
Cited by 1 | Viewed by 1931
Abstract
Over the last decade, event prediction has drawn attention from both academic and industry communities, resulting in a substantial volume of scientific papers published in a wide range of journals by scholars from different countries and disciplines. However, thus far, a comprehensive and [...] Read more.
Over the last decade, event prediction has drawn attention from both academic and industry communities, resulting in a substantial volume of scientific papers published in a wide range of journals by scholars from different countries and disciplines. However, thus far, a comprehensive and systematic survey of recent literature has been lacking to quantitatively capture the research progress as well as emerging trends in the event prediction field. Aiming at addressing this gap, we employed CiteSpace software to analyze and visualize data retrieved from the Web of Science (WoS) database, including authors, documents, research institutions, and keywords, based on which the author co-citation network, document co-citation network, collaborative institution network, and keyword co-occurrence network were constructed. Through analyzing the aforementioned networks, we identified areas of active research, influential literature, collaborations at the national level, interdisciplinary patterns, and emerging trends by identifying the central nodes and the nodes with strong citation bursts. It reveals that sensor data has been widely used for predicting weather events and meteorological events (e.g., monitoring sea surface temperature and weather sensor data for predicting El Nino). The real-time and multivariable monitoring features of sensor data enable it to be a reliable source for predicting multiple types of events. Our work offers not only a comprehensive survey of the existing studies but also insights into the development trends within the event prediction field. These findings will assist researchers in conducting further research in this area and draw a large readership among academia and industrial communities who are engaged in event prediction research. Full article
(This article belongs to the Section Computing and Artificial Intelligence)
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<p>The overall framework of analyzing relevant event prediction research in a scientometric way.</p>
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<p>The number of publications on “event prediction” for the years 2012–2022.</p>
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<p>The distribution of the literature types for the years 2012–2022.</p>
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<p>The distribution of the number of documents related to each event type.</p>
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<p>The author’s co-citation network for the years 2012–2022.</p>
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<p>The clusters in the author co-citation network for the years 2012 to 2022.</p>
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<p>The document co-citation network for the years 2012–2022.</p>
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<p>The clusters in the document co-citation network for the years 2012 to 2022.</p>
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<p>The collaborative institution network for the years 2012–2022.</p>
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<p>The citation burst history of the institutions in the timespan of 2012–2022.</p>
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<p>The keyword co-occurrence network for years 2012 to 2022.</p>
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<p>The keyword timeline graph for the years 2012–2022.</p>
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20 pages, 4372 KiB  
Article
Study on Imagery Modeling of Electric Recliner Chair: Based on Combined GRA and Kansei Engineering
by Chengmin Zhou, Lansong Jiang and Jake Kaner
Appl. Sci. 2023, 13(24), 13345; https://doi.org/10.3390/app132413345 - 18 Dec 2023
Cited by 3 | Viewed by 1384
Abstract
This study aims to integrate data-driven methodologies with user perception to establish a robust design paradigm. The study consists of five steps: (1) theoretical research—a review of the subject background and applications of Kansei engineering and gray relational analysis (GRA); (2) algorithmic framework [...] Read more.
This study aims to integrate data-driven methodologies with user perception to establish a robust design paradigm. The study consists of five steps: (1) theoretical research—a review of the subject background and applications of Kansei engineering and gray relational analysis (GRA); (2) algorithmic framework research—the discussion delves into the intricate realm of Kansei engineering theory, accompanied by a thorough elucidation of the gray relational analysis (GRA) algorithmic framework, a crucial component in constructing a fuzzy logic model for product image modeling; (3) Kansei data collection—18 groups of perceptual words and six classic samples are selected, and the electric recliner chair samples are scored by the Kansei words; (4) Kansei data analysis—morphological analysis categorizes the electric recliner chair into four variables. followed by the ranking and key consideration areas of each area; (5) GRA fuzzy logic model verification—the GRA fuzzy logic model performs simple–complex (S-C) imagery output on 3D models of three modeling instances. By calculating the RMSE value of the seat image modeling design GRA fuzzy logic model, it is proven that the seat image modeling design GRA fuzzy logic model performs well in predicting S-C imagery. The subsequent experimental study results also show that the GRA fuzzy logic model consistently produces lower root mean square error (RMSE) values. These results indicate the efficacy of the GRA fuzzy logic approach in forecasting the visual representation of the electric recliner chair shape’s 3D model design. In summary, this research underscores the practical utility of the GRA model, harmoniously merged with perceptual engineering, in the realm of image recognition for product design. This synergy could fuel the extensive exploration of product design, examining perceptual engineering nuances in product modeling design. Full article
(This article belongs to the Special Issue Advances in Digital Technology Assisted Industrial Design)
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<p>GRA fuzzy logic modeling in product image styling design.</p>
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<p>Research content of Kansei engineering and its application to user design.</p>
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<p>An integrated framework for perceptual engineering.</p>
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<p>Six designs of electric recliner chair.</p>
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<p>Evaluation structure chart.</p>
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<p>The 3D models of the three modeling examples.</p>
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17 pages, 6355 KiB  
Article
One-Pot Facile Synthesis of ZrO2-CdWO4: A Novel Nanocomposite for Hydrogen Production via Photocatalytic Water Splitting
by Ahmed Hussain Jawhari
Appl. Sci. 2023, 13(24), 13344; https://doi.org/10.3390/app132413344 - 18 Dec 2023
Cited by 2 | Viewed by 1138
Abstract
ZrO2-based nanocomposites are highly versatile materials with huge potential for photocatalysis. In this study, ZrO2-CdWO4 nanocomposites (NC) were prepared via the green route using aqueous Brassica rapa leaf extract, and its photocatalytic water-splitting application was evaluated. Brassica rapa [...] Read more.
ZrO2-based nanocomposites are highly versatile materials with huge potential for photocatalysis. In this study, ZrO2-CdWO4 nanocomposites (NC) were prepared via the green route using aqueous Brassica rapa leaf extract, and its photocatalytic water-splitting application was evaluated. Brassica rapa leaf extract acts as a reducing agent and abundant phytochemicals are adsorbed onto the nanoparticle surfaces, improving the properties of ZrO2-CdWO4 nanocomposites. As-prepared samples were characterized by using various spectroscopic and microscopic techniques. The energy of the direct band gap (Eg) of ZrO2-CdWO4 was determined as 2.66 eV. FTIR analysis revealed the various functional groups present in the prepared material. XRD analysis showed that the average crystallite size of ZrO2 and CdWO4 in ZrO2-CdWO4 was approximately 8 nm and 26 nm, respectively. SEM and TEM images suggested ZrO2 deposition over CdWO4 nanorods, which increases the roughness of the surface. The prepared sample was also suggested to be porous. BET surface area, pore volume, and half pore width of ZrO2-CdWO4 were estimated to be 19.6 m2/g. 0.0254 cc/g, and 9.457 Å, respectively. PL analysis suggested the conjugation between the ZrO2 and CdWO4 by lowering the PL graph on ZrO2 deposition over CdWO4. The valence and conduction band edge positions were also determined for ZrO2-CdWO4. These band positions suggested the formation of a type I heterojunction between ZrO2 and CdWO4. ZrO2-CdWO4 was used as a photocatalyst for hydrogen production via water splitting. Water-splitting results confirmed the ability of the ZrO2-CdWO4 system for enhanced hydrogen production. The effect of various parameters such as photocatalyst amount, reaction time, temperature, water pH, and concentration of sacrificial agent was also optimized. The results suggested that 250 mg of ZrO2-CdWO4 could produce 1574 µmol/g after 5 h at 27 °C, pH 7, using 30 vol. % of methanol. ZrO2-CdWO4 was reused for up to seven cycles with a high hydrogen production efficiency. This may prove to be useful research on the use of heterojunction materials for photocatalytic hydrogen production. Full article
(This article belongs to the Section Nanotechnology and Applied Nanosciences)
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<p>(<b>a</b>) UV–Visible diffuse absorbance spectrum of (<b>a</b>) ZrO<sub>2</sub>, CdWO<sub>4</sub>, ZrO<sub>2</sub>-CdWO<sub>4</sub>; (<b>b</b>) a Tauc plot of ZrO<sub>2</sub>, CdWO<sub>4</sub>, and ZrO<sub>2</sub>-CdWO<sub>4</sub> as an indirect band gap; and (<b>c</b>) a Tauc plot of ZrO<sub>2</sub>, CdWO<sub>4</sub>, and ZrO<sub>2</sub>-CdWO<sub>4</sub> as a direct band gap.</p>
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<p>FT-IR spectra of the ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>X-ray diffraction pattern for the ZrO<sub>2</sub>-CdWO<sub>4</sub> NCs.</p>
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<p>(<b>a</b>) SEM images and (<b>b</b>) EDX of ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>TEM images of the ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>Nitrogen adsorption–desorption isotherm (inset pore diameter distribution) of the ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>PL spectra of ZrO<sub>2</sub>, CdWO<sub>4</sub>, and the ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>Optimization results of H<sub>2</sub> production via water splitting using ZrO<sub>2</sub>-CdWO<sub>4</sub>: (<b>a</b>) time effect, (<b>b</b>) catalyst amount effect, (<b>c</b>) temperature effect, (<b>d</b>) pH effect, and (<b>e</b>) MeOH vol% effect.</p>
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<p>Reutilization of ZrO<sub>2</sub>-CdWO<sub>4</sub> for H<sub>2</sub> production.</p>
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<p>Flow chart of the synthesis of the ZrO<sub>2</sub>-CdWO<sub>4</sub> NC.</p>
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<p>Plausible reaction mechanism for H<sub>2</sub> production over ZrO<sub>2</sub>-CdWO<sub>4</sub>.</p>
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21 pages, 9822 KiB  
Article
Predicting Temperature and Humidity in Roadway with Water Trickling Using Principal Component Analysis-Long Short-Term Memory-Genetic Algorithm Method
by Dong Wu, Zhichao Jia, Yanqi Zhang and Junhui Wang
Appl. Sci. 2023, 13(24), 13343; https://doi.org/10.3390/app132413343 - 18 Dec 2023
Cited by 1 | Viewed by 1180
Abstract
The heat dissipated from high geo-temperature underground surrounding rocks is the main heat source of working faces, while thermal water upwelling and trickling into the roadway will notably deteriorate the mine’s climate and thermal comfort. Predicting airflow temperature and relative humidity (RH) is [...] Read more.
The heat dissipated from high geo-temperature underground surrounding rocks is the main heat source of working faces, while thermal water upwelling and trickling into the roadway will notably deteriorate the mine’s climate and thermal comfort. Predicting airflow temperature and relative humidity (RH) is conductive to intelligent control of air conditioning cooling and ventilation regulation. To accommodate this issue, an intelligent technique was proposed, integrating a genetic algorithm (GA) and long short-term memory (LSTM) based on rock temperature, inlet air temperature, water temperature, water flow rate, RH, and ventilation time. A total of 21 input features including over 200 pieces of data were collected from an independently developed modeling roadway to construct a dataset. Principal component analysis (PCA) was conducted to reduce features, and GA was used to tune the LSTM and PCA-LSTM architectures for best performance. The following research results were yielded. The proposed PCA-LSTM-GA model is more reliable and efficient than the single LSTM model or hybrid LSTM-GA model in predicting the air temperature Tfout and humidity RHout at the end of the water trickling roadway. The importance scores (ISs) indicate that Tfout is mainly influenced by the surrounding rock temperature (IS 0.661) and the inlet air temperature (IS 0.264). While RHout is primarily influenced by the rock temperature in the water trickling section (IS 0.577), the inlet air temperature (IS 0.187), and the trickling water temperature and flow rate (total IS 0.136), and it has an evident time effect. In addition, we developed relevant equipment and provided engineering practice methods to use the machine learning model. The proposed model, which can predict the mine microclimate, serves to facilitate coal and geothermal resource co-mining as well as thermal hazard control. Full article
(This article belongs to the Topic Complex Rock Mechanics Problems and Solutions)
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<p>Microclimate conditions of Sanhejian Coal Mine: (<b>a</b>) airflow path at the A-Ⅰ working face; (<b>b</b>) geothermal temperature isogram at the depth of −700 m; (<b>c</b>) deep circulating thermal water upwelling and trickling (TWUT) to roadway; (note: route 2–8 is −700 m main auxiliary roadway; route 8–12 is track rise; route 12–13 is head entry; route 13–14 is A-Ⅰ working face; route 14–15 is tail entry).</p>
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<p>Measuring result of mine microclimate parameters: (<b>a</b>) Temperature measurements; (<b>b</b>) Enthalpy measurements.</p>
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<p>The composition sketch map of the EAHMT and arrangement of sensors: (<b>a</b>) the composition sketch map; (<b>b</b>) A-A profile of the modeling roadway; (<b>c</b>) B-B profile of the modeling roadway.</p>
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<p>Dynamic variation curves of dimensionless temperature at various points of surrounding rocks in the radial direction with time (note: <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>f</mi> </mrow> </msub> </mrow> </semantics></math> denotes the airflow temperature).</p>
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<p>LSTM neural structure.</p>
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<p>Framework of the PCA-LSTM-GA model.</p>
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<p>Total enthalpy difference variations in a roadway with water trickling at different water temperatures (<b>a</b>) and flow rates (<b>b</b>).</p>
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<p>Hyperparameters tuning using GA model for (<b>a</b>) temperature <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> prediction and (<b>b</b>) relative humidity <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> <mi>H</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math> prediction.</p>
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<p>Comparison between predicted and actual temperatures <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> on the testing set among the three models. (<b>a</b>) LSTM. (<b>b</b>) LSTM-GA. (<b>c</b>) PCA-LSTM-GA.</p>
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<p>Comparison between predicted and actual relative humidities <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> <mi>H</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math> on the testing set among the three models. (<b>a</b>) LSTM. (<b>b</b>) LSTM-GA. (<b>c</b>) PCA-LSTM-GA.</p>
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<p>Comparison of errors among the three models. (Note: <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">A</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">A</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">A</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math> denote the prediction of temperature <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> by the LSTM, LSTM-GA, and PCA-LSTM-GA, respectively; <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">B</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">B</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi mathvariant="normal">B</mi> </mrow> <mrow> <mn>3</mn> </mrow> </msub> </mrow> </semantics></math> denote the prediction of relative humidity <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> <mi>H</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math> by the LSTM, LSTM-GA, and PCA-LSTM-GA, respectively).</p>
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<p>Comparison of prediction curves of different prediction models for: (<b>a</b>) temperature; (<b>b</b>) relative humidity.</p>
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<p>Partial dependence plots of water temperature <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <mi>w</mi> </mrow> </msub> </mrow> </semantics></math> and flow rate <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>Q</mi> </mrow> <mrow> <mi>w</mi> </mrow> </msub> </mrow> </semantics></math> for predicting air temperature <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> (<b>a</b>,<b>b</b>) and air <span class="html-italic">RH</span> <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> <mi>H</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math> (<b>c</b>,<b>d</b>) at the end of the roadway with water trickling.</p>
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<p>Importance scores of input variables for (<b>a</b>) air temperature <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>T</mi> </mrow> <mrow> <msub> <mrow> <mi>f</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </msub> </mrow> </semantics></math> and (<b>b</b>) air <span class="html-italic">RH</span> <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>R</mi> <mi>H</mi> </mrow> <mrow> <mi>o</mi> <mi>u</mi> <mi>t</mi> </mrow> </msub> </mrow> </semantics></math> prediction.</p>
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<p>Application of PCA-LSTM-GA model.</p>
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27 pages, 22242 KiB  
Article
Multi-Scalar Oblique Photogrammetry-Supported 3D webGIS Approach to Preventive Mining-Induced Deformation Analysis
by Xiaoyu Zhu, Huachao Yang, Hefang Bian, Yang Mei, Bolun Zhang and Peng Xue
Appl. Sci. 2023, 13(24), 13342; https://doi.org/10.3390/app132413342 - 18 Dec 2023
Cited by 1 | Viewed by 1340
Abstract
Underground coal mining will inevitably cause serious ground deformation, and therefore, preventive mining-induced deformation analysis (MIDA) is of great importance in assisting mining planning and decision-making. Current web-based Geographic Information System (webGIS)-based applications usually use 2D GIS data and lack a holistic framework. [...] Read more.
Underground coal mining will inevitably cause serious ground deformation, and therefore, preventive mining-induced deformation analysis (MIDA) is of great importance in assisting mining planning and decision-making. Current web-based Geographic Information System (webGIS)-based applications usually use 2D GIS data and lack a holistic framework. This study presents a multi-scalar oblique photogrammetry-supported unified 3D webGIS framework for MIDA applications to fill this gap. The developed web platform uses multiple open-source JavaScript libraries, and the prototype system provides user-friendly interfaces for GIS data collecting and corresponding database establishment, geo-visualization and query, dynamic prediction, and spatial overlapping analysis within the same framework. The proposed framework was tested and evaluated in the Qianyingzi mining area in eastern China. The results demonstrated that multi-scalar oblique photogrammetry balances data quality and acquisition efficiency and provides a good source of GIS datasets, and the web-based platform has a good absolute and relative spatial accuracy verified by two types of validation data. Practical application results proved the feasibility and reliability of the system. The developed web-based MIDA prototype system attains an appealing performance and can be easily extended to similar geoscience applications. Full article
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<p>Overview of study area. (<b>a</b>) Location of the mining area; (<b>b</b>) the mine boundary, distribution of region of interests (ROIs), mining working face, ground control points (GCPs), and checkpoints (CPs); and (<b>c</b>) the enlarged working face.</p>
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<p>The location of the concerned mining face from underground view mode.</p>
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<p>Architecture of the web-based MIDA framework.</p>
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<p>GeoJSON format for point feature (for data protection, the integer parts of geodetic coordinates are replaced with the symbol “#”).</p>
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<p>Optional combination strategy and its corresponding specifications for multi-scalar oblique photogrammetry.</p>
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<p>Flight path for oblique photogrammetry. (<b>a</b>) Zigzag flight path with an oblique camera comprising five lenses, (<b>b</b>) cross shape of the flight path with a single camera, and (<b>c</b>) circular flight path with multi-levels using a single camera of adjusted shooting angle.</p>
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<p>Workflow diagram for reconstructing power corridors. (<b>a</b>) Determining the position and orientation parameter in the Cesium virtual globe, (<b>b</b>) collecting the size data of a tower based on the LT method, (<b>c</b>) the reconstructed 3D virtual model and 3D visualization in the Cesium environment, and (<b>d</b>) partial results of one reconstructed power corridor.</p>
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<p>The detailed workflow of measuring the heading angle.</p>
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<p>Monomer 3D modeling. (<b>a</b>) Slicing-based method, (<b>b</b>) ID-based method (rendered with purple color), and (<b>c</b>) dynamic rendering-based method (rendered with red color).</p>
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<p>Procedure of collecting and storing the entity data. (<b>a</b>) The interactive editing interface and (<b>b</b>) the established GIS database of house entity and query.</p>
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<p>Spatial coordinates (1 is the surface, and 2 is the underground coal seam).</p>
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<p>Research areas, photogrammetric footprints, and distribution of checkpoints.</p>
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<p>Photogrammetric processing results for the selected two ROIs. (<b>a</b>,<b>d</b>,<b>g</b>,<b>j</b>) are the AT results with different scale combination (yellow or orange points indicates the recovered camera positions). Among them, (<b>a</b>,<b>g</b>) are AT results of coarse-scale with fixed-wing UAV, and (<b>d</b>,<b>j</b>) are fused AT results by combining coarse- and meso-scale and all scales, respectively. (<b>b</b>,<b>e</b>,<b>h</b>,<b>k</b>) are their corresponding local 3D realistic models, and (<b>c</b>,<b>f</b>,<b>i</b>,<b>l</b>) are corresponding local details labeled by red rectangles in the middle column.</p>
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<p>Photogrammetric processing results for the selected two ROIs. (<b>a</b>,<b>d</b>,<b>g</b>,<b>j</b>) are the AT results with different scale combination (yellow or orange points indicates the recovered camera positions). Among them, (<b>a</b>,<b>g</b>) are AT results of coarse-scale with fixed-wing UAV, and (<b>d</b>,<b>j</b>) are fused AT results by combining coarse- and meso-scale and all scales, respectively. (<b>b</b>,<b>e</b>,<b>h</b>,<b>k</b>) are their corresponding local 3D realistic models, and (<b>c</b>,<b>f</b>,<b>i</b>,<b>l</b>) are corresponding local details labeled by red rectangles in the middle column.</p>
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<p>Main interface of the proposed web-based MIDA system.</p>
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<p>3D real model of industrial square featured with underground coal mining.</p>
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<p>MIDA results. (<b>a</b>) Subsidence (w) with a value of 10 mm and (<b>b</b>) horizontal movement along the strike direction (U90) with a value of −10 mm.</p>
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18 pages, 7154 KiB  
Article
Inversion of Surrounding Red-Bed Soft Rock Mechanical Parameters Based on the PSO-XGBoost Algorithm for Tunnelling Operation
by Yizhe Wu, Huanling Wang and Xinyan Guo
Appl. Sci. 2023, 13(24), 13341; https://doi.org/10.3390/app132413341 - 18 Dec 2023
Cited by 2 | Viewed by 1129
Abstract
In constructing hydraulic tunnels, construction disturbances and complex geological conditions can induce variations in the surrounding rock parameters. To navigate the complex non-linear interplay between rock material parameters and tunnel displacement during construction, this study proposes a hybrid learning model. It employs particle [...] Read more.
In constructing hydraulic tunnels, construction disturbances and complex geological conditions can induce variations in the surrounding rock parameters. To navigate the complex non-linear interplay between rock material parameters and tunnel displacement during construction, this study proposes a hybrid learning model. It employs particle swarm optimization (PSO) to refine the hyperparameters of the eXtreme Gradient Boosting (XGBoost) technique. Sensitivity analysis and inversion of rock parameters is performed by using orthogonal design and the Sobol method to analyze the sensitivity of environmental and rock material factors. The findings indicate that the tunnel depth, elastic modulus, and Poisson ratio are particularly sensitive parameters. Mechanical parameters of the rock mass, identified through sensitivity analysis, are the focal point of this research and are integrated into a three-dimensional computational model. The resulting tunnel displacement calculations serve as datasets for the inversion of the actual engineering project’s surrounding rock mechanical parameters. These inverted parameters were fed into the FLAC3D software (version 7.0), yielding results that align closely with field measurements, which affirms the PSO-XGBoost model’s validity and precision. The insights garnered from this research offer a substantial reference for determining rock mass parameters in tunnel engineering amidst complex conditions. Full article
(This article belongs to the Special Issue Advances in Failure Mechanism and Numerical Methods for Geomaterials)
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<p>Cyclic wetting–drying disintegration test of typical RBSR. (<b>a</b>) Argillaceous sandstone; (<b>b</b>) silty mudstone.</p>
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<p>The inversion process and methodology of operational tunnel model.</p>
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<p>Location of CYWDP. (<b>a</b>) Location of Chuxiong in Yunnan province; (<b>b</b>) condition of the work face in the RBSR tunnel.</p>
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<p>Numerical model in FLAC3D. (<b>a</b>) Dimensions and grid partition of model; (<b>b</b>) primary support and lining; (<b>c</b>) layout of monitoring points.</p>
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<p>Calculation results. (<b>a</b>) Crown displacement, B–C convergence, and D–E convergence; (<b>b</b>) maximum principal stress, minimum principal stress, and proportion of plastic zone.</p>
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<p>Regression prediction performance of PSO-XGBoost and XGBoost. (<b>a</b>) Crown displacement; (<b>b</b>) B–C convergence; (<b>c</b>) D–E convergence; (<b>d</b>) maximum principal stress; (<b>e</b>) minimum principal stress; (<b>f</b>) proportion of plastic zone.</p>
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<p><span class="html-italic">S</span><sub>1</sub> and <span class="html-italic">S</span>T of seven factors. (<b>a</b>) Crown displacement; (<b>b</b>) B–C convergence; (<b>c</b>) D–E convergence; (<b>d</b>) maximum principal stress; (<b>e</b>) minimum principal stress; (<b>f</b>) proportion of plastic zone; (<b>g</b>) sum of <span class="html-italic">S</span><sub>1</sub> and <span class="html-italic">S<sub>T</sub></span>.</p>
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<p>Scatter plots and distribution histogram of 1000 samples for each parameter using the LHS method. (<b>a</b>) Elasticity modulus; (<b>b</b>) Poisson ratio; (<b>c</b>) cohesion; (<b>d</b>) internal friction angle.</p>
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<p>The crown displacement, B–C convergence, and D–E convergence data generated by the FEM calculation.</p>
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<p>Predicted performance of inversed parameters in the testing set. (<b>a</b>) elasticity modulus (E); (<b>b</b>) Poisson ratio (μ); (<b>c</b>) cohesion (c); (<b>d</b>) internal friction angle (φ).</p>
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<p>Results and comparation between computed results and monitoring data. (<b>a</b>) A crown displacement; (<b>b</b>) B–C convergence; (<b>c</b>) D–E convergence.</p>
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19 pages, 6209 KiB  
Article
Enhancing Chatter Stability for Milling Thin-Walled Blades by Designing Non-Uniform Allowance
by Yu Li, Feng Ding, Weijun Tian and Jinhua Zhou
Appl. Sci. 2023, 13(24), 13340; https://doi.org/10.3390/app132413340 - 18 Dec 2023
Viewed by 978
Abstract
During the milling of thin-walled blades, the removal of material exhibits strong time-varying dynamics, leading to chatter and a decrease in surface quality. To address the issue of milling vibrations in the machining of complex thin-walled blades used in aerospace applications, this work [...] Read more.
During the milling of thin-walled blades, the removal of material exhibits strong time-varying dynamics, leading to chatter and a decrease in surface quality. To address the issue of milling vibrations in the machining of complex thin-walled blades used in aerospace applications, this work proposes a process optimization approach involving non-uniform allowances. The objective is to enhance of he stiffness of the thin-walled parts during the milling process by establishing a non-uniform allowance distribution for the finishing process of thin-walled blades. By applying the theory of sensitive process stiffness and conducting finite element simulations, two processing strategies, namely uniform allowances and non-uniform allowances, are evaluated through cutting experiments. The experimental results demonstrate that the non-uniform allowance processing strategy leads to a more evenly distributed acceleration spectrum and a 50% reduction in amplitude. Moreover, the surface exhibits no discernible vibration pattern, resulting in a 35% decrease in roughness. The non-uniform allowance-processing strategy proves to be effective in significantly improving the rigidity of the thin-walled blade processing system, thereby enhancing the stability of the cutting process. These findings hold significant relevance in guiding the machining of typical complex thin-walled aerospace components. Full article
(This article belongs to the Section Aerospace Science and Engineering)
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<p>Grid cell division.</p>
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<p>Schematic diagram of blade structure.</p>
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<p>Calculation of eigenvalue sensitivity to stiffness.</p>
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<p>Calculation of eigenvalue sensitivity to stiffness.</p>
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<p>Calculation of eigenvalue sensitivity to mass.</p>
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<p>Calculation of eigenvalue sensitivity to mass.</p>
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<p>Mesh cell subdivision of the blade.</p>
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<p>Finish design with non-uniform allowances distribution.</p>
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<p>Schematic diagram of milling vibration test.</p>
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<p>Blade milling machining test site.</p>
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<p>Blade milling machining test site.</p>
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<p>Comparison of acceleration spectra for milling process options.</p>
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<p>Comparison of surface morphology between two milling process.</p>
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25 pages, 7876 KiB  
Article
Securing Construction Workers’ Data Security and Privacy with Blockchain Technology
by Alvina Ekua Ntefua Saah, Jurng-Jae Yee and Jae-Ho Choi
Appl. Sci. 2023, 13(24), 13339; https://doi.org/10.3390/app132413339 - 18 Dec 2023
Cited by 3 | Viewed by 3635
Abstract
The construction industry, characterized by its intricate network of stakeholders and diverse workforce, grapples with the challenge of managing information effectively. This study delves into this issue, recognizing the universal importance of safeguarding data, particularly amid rising concerns around unauthorized access and breaches. [...] Read more.
The construction industry, characterized by its intricate network of stakeholders and diverse workforce, grapples with the challenge of managing information effectively. This study delves into this issue, recognizing the universal importance of safeguarding data, particularly amid rising concerns around unauthorized access and breaches. Aiming to harness the potential of blockchain technology to address these challenges, this study used hypothetical biographical and safety data of construction workers securely stored on a Hyperledger Fabric blockchain. Developed within the Amazon Web Services (AWS) cloud platform, this blockchain infrastructure emerged as a robust solution for enhancing data security and privacy. Anchored in the core principles of data security, the model emerges as a potent defender against the vulnerabilities of traditional data management systems. Beyond its immediate implications, this study exemplifies the marriage of blockchain technology and the construction sector, and its potential for reshaping workforce management, especially in high-risk projects and optimizing risk assessment, resource allocation, and safety measures to mitigate work-related injuries. Practical validation through transaction testing using Hyperledger Explorer validates the model’s feasibility and operational effectiveness, thus serving as a blueprint for the industry’s data management. Ultimately, this research not only showcases the promise of blockchain technology in addressing construction data security challenges but also underscores its practical applicability through comprehensive testing, thus heralding a new era of data management that harmonizes security and efficiency for stakeholders’ benefit. Full article
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<p>Data structure of a block in a blockchain.</p>
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<p>Overall framework of this study.</p>
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<p>System structure for proposed Hyperledger Fabric blockchain.</p>
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<p>AWS infrastructure showing EC2, VPC, and Subnet.</p>
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<p>AWS-based blockchain integration on Ubuntu computer.</p>
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<p>Fabric components of the proposed blockchain.</p>
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<p>Screenshot of part of the Transaction History API tested in POSTMAN.</p>
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<p>A blockchain-based model for enhancing the privacy and safety of construction workers’ information. (<b>i</b>) Membership registration; (<b>ii</b>) Information management; (<b>iii</b>) Ordering Service; (<b>iv</b>) Consensus mechanism; (<b>v</b>) Decentralized ledger of construction workers’ biodata and safety data.</p>
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<p>Testing of conceptual blockchain system using Hyperledger Explorer.</p>
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<p>Security groups developed on developed blockchain.</p>
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<p>Database snapshot and security status.</p>
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11 pages, 1356 KiB  
Article
Effect of Spindle Speed and Feed Rate on Surface Roughness and Milling Duration in the Fabrication of Milled Complete Dentures: An In Vitro Study
by Yo Akiyama, Maiko Iwaki, Yuriko Komagamine, Shunsuke Minakuchi and Manabu Kanazawa
Appl. Sci. 2023, 13(24), 13338; https://doi.org/10.3390/app132413338 - 18 Dec 2023
Viewed by 1367
Abstract
Milling machines have made denture fabrication possible with high accuracy in a short time. However, the relationship between the milling conditions, accuracy, and milling duration has not been clarified. This study aimed to clarify the effects of milling conditions on surface roughness and [...] Read more.
Milling machines have made denture fabrication possible with high accuracy in a short time. However, the relationship between the milling conditions, accuracy, and milling duration has not been clarified. This study aimed to clarify the effects of milling conditions on surface roughness and milling duration. The specimen was designed using CAD software and milled using PMMA disks. In milling, the parameters of finishing the specimen surface were adjusted. Three different spindle speeds and four different feed rates were set. Twelve combinations of each parameter were used for milling, and the surface roughness and milling duration were measured. Results showed that the surface roughness significantly increased with the feed rate on the slopes of the specimen. The surface roughness differed with the spindle speed on the left and right slopes. The spindle speed and feed rate did not affect the surface roughness on the flat surface. The milling duration was not affected by the spindle speed but decreased as the feed rate increased. In conclusion, by increasing both the spindle speed and feed rate, the milling duration could be shortened while maintaining a constant surface quality. The optimum milling conditions were a spindle speed of 40,000 rpm and feed rate of 3500 mm/min. Full article
(This article belongs to the Special Issue CAD & CAM Dentistry)
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<p>Designed specimen and locations of surface roughness measurement on the specimen.</p>
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<p>Locations of the specimens on the CAM software (hyperDENT V9; FOLLOW-ME! Technology Group).</p>
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<p>Specimen immediately after milling.</p>
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<p>Surface roughness on the left slope of the specimen.</p>
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<p>Surface roughness on the right slope of the specimen.</p>
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20 pages, 8057 KiB  
Article
Enhancing the Harmonious Aesthetics of Architectural Façades: A VETAR Approach in Mengzhong Fort Village’s Stone Masonry
by Yidong Chen, Xiang Ji, Dongting Xu, Xi Zhou, Yujing Wang and Yixiao Hu
Appl. Sci. 2023, 13(24), 13337; https://doi.org/10.3390/app132413337 - 18 Dec 2023
Cited by 1 | Viewed by 1129
Abstract
To enhance the continuity of character in the preservation of architectural heritage, this approach focuses on the horizontal self-similarity characteristics of architectural texture. A method using K-means and the Bhattacharyya approach for color selection in architectural repairs is proposed. It quantifies the visual [...] Read more.
To enhance the continuity of character in the preservation of architectural heritage, this approach focuses on the horizontal self-similarity characteristics of architectural texture. A method using K-means and the Bhattacharyya approach for color selection in architectural repairs is proposed. It quantifies the visual coherence between the repaired structure and the original structure. Analyzing 12 images (A–L), with the original façade (image 0) as a reference, demonstrates that repairs using color-matched materials significantly improve visual coherence. Image A, created using the Visual Enhancement Through Adaptive Repair (VETAR) method, achieves the highest visual alignment with the original image. VETAR, grounded in Gestalt psychology, moves away from traditional materials to concentrate on visual consistency. Its successful implementation in the restoration of Mengzhong Fort illustrates a complex approach to material use in heritage conservation. After comparison, this method is deemed superior to traditional techniques, integrating modern interventions with historical aesthetics. The study suggests that VETAR may offer a referential method for architectural conservation, potentially facilitating a balanced integration of historical and contemporary elements in architectural renovation. Full article
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<p>Geographical location of Mengzhong Fort.</p>
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<p>The overall style of Mengzhong Fort.</p>
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<p>Transitional style.</p>
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<p>Traditional residential and community buildings.</p>
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<p>Traditional residential buildings.</p>
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<p>Mixed and transitional buildings.</p>
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<p>(<b>a</b>) Traditional residential buildings; (<b>b</b>) modern materials (wire fencing) to maintain the building.</p>
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<p>Color block camouflage vs. digital camouflage.</p>
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<p>Residents’ use of dilapidated spaces.</p>
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<p>Technological route.</p>
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<p>Image 0—The Original State of the Wall.</p>
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<p>Color BGR and its scale.</p>
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<p>Traditional cement mortar repair model.</p>
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<p>Optimized visualization of random shapes colored according to primary proportions.</p>
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<p>(<b>a</b>) VETAR method; (<b>b</b>) common ordinary cement mortar repair methods.</p>
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<p>Different cements for repairing walls. (<b>A</b>) Color-coordinated repair material; (<b>B</b>) control using traditional concrete repair methods; (<b>C</b>–<b>L</b>) individual trials with various colors for repair.</p>
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<p>Comparison of histograms of different repair methods. Image A (see <a href="#applsci-13-13337-f016" class="html-fig">Figure 16</a>) is outlined in red dashed lines; other letters correspond to <a href="#applsci-13-13337-f016" class="html-fig">Figure 16</a>.</p>
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<p>Application of the VETAR method for structural wall repair.</p>
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<p>Schematic representation of the updated landscape.</p>
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<p>Enhanced integration of contemporary design elements in architectural continuity.</p>
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21 pages, 3062 KiB  
Article
Structural, Conformational and Spectroscopic Investigations of a Biologically Active Compound: L-Dopa
by Rohit Kumar Yadav, Ram Anjore Yadav and Irena Kostova
Appl. Sci. 2023, 13(24), 13336; https://doi.org/10.3390/app132413336 - 18 Dec 2023
Cited by 1 | Viewed by 1228
Abstract
Structural, conformational and spectroscopic investigations of the L-dopa molecule were made at the b3lyp/6-311++g** level using the Gaussian 09 software. IR, Raman and UV-vis spectra were measured and analyzed in light of the computed spectral quantities. Total energy vs. dihedral angle scans yielded [...] Read more.
Structural, conformational and spectroscopic investigations of the L-dopa molecule were made at the b3lyp/6-311++g** level using the Gaussian 09 software. IR, Raman and UV-vis spectra were measured and analyzed in light of the computed spectral quantities. Total energy vs. dihedral angle scans yielded 108 pairs of stable conformers of L-dopa. All the conformers had energies above 500 K relative to the lowest-energy conformer C-I. The observed spectra could be explained in terms of the computed spectra of the lowest-energy dimer of the C-I monomer. MEP and HOMO-LUMO analysis were carried out, and barrier heights and bioactivity scores were determined. The positive bioactive scores represent its higher medicinal and pharmaceutical applications. The present investigation suggests that the molecule has three active sites with moderate bioactivity. Full article
(This article belongs to the Special Issue Recent Advances in Medicinal and Synthetic Organic Chemistry)
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<p>Optimized structure of the lowest-energy conformer (C-I) of L-dopa.</p>
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<p>(<b>a</b>–<b>c</b>). Variation of the total energies with the dihedral angles for the rotations of the OH groups about their respective axes.</p>
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<p>(<b>a</b>–<b>c</b>). Variation of the total energies with the dihedral angles for the rotations of the OH groups about their respective axes.</p>
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<p>Optimized structure of the lowest-energy dimer (D<sub>1</sub>) of the lowest-energy monomer (C-I).</p>
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<p>Computed and experimental IR and Raman spectra of L-dopa.</p>
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<p>Deconvolution of the broad and intense IR envelope in the range 2200–3400 cm<sup>−1</sup>.</p>
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<p>Pictorial representation of the MEP plots of the C-I monomer and the dimer D<sub>1</sub>.</p>
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<p>Frontier representation of the HOMO and LUMO orbitals of L-dopa.</p>
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12 pages, 38996 KiB  
Article
Stress Analysis and Structural Improvement of LNG Tank Container Frames under Impact from Railway Transport Vehicles
by Zhiqiang Wang, Caifu Qian and Zhiwei Wu
Appl. Sci. 2023, 13(24), 13335; https://doi.org/10.3390/app132413335 - 18 Dec 2023
Viewed by 1199
Abstract
As the stress of the frame, especially the bottom side rail supports and bottom inclined supports, of a traditional LNG tank container could be significantly greater than its allowable stress, and the container cannot meet the strength requirement of the specification when it [...] Read more.
As the stress of the frame, especially the bottom side rail supports and bottom inclined supports, of a traditional LNG tank container could be significantly greater than its allowable stress, and the container cannot meet the strength requirement of the specification when it is impacted by a transport vehicle during railway transportation, three improved frame structures were suggested, which removed or changed the side rails or bottom inclined supports; the stress and deformation of these improved frames and the tank container were analyzed using the finite element method under the impact test. The results show that all three improved frames can meet the strength requirement, i.e., the maximum Mises stress is less than the allowable stress and the deformation requirement of the diagonal length difference is less than the allowable value, meaning that the tank containers with improved frames can pass the impact test. Moreover, for the FRP support rings and impact side heads, although the maximum values are different, they are still less than the respective allowable stresses. In addition, the maximum value of the middle cross section of the outer vessel in the direction of gravity does not increase with the change in the frame, and the deformation of the outer vessel remains within the elastic range. Therefore, the improvements of the frames have little effect on the stress and deformation of the other components of the tank container, in particular, the inner vessel and outer vessel. Compared to the frame of the traditional tank container, removing the side rails partially or completely can reduce the weight of the frame by 17.99% and 38.34%, respectively, greatly reducing manufacturing and transportation costs. It can also reduce the maximum Mises stress by 38.89% and 39.24% and the maximum diagonal difference by 57.95% and 61.16%. Full article
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<p>Geometrical models of tank containers. (<b>a</b>) Traditional frame, (<b>b.1</b>,<b>b.2</b>) improved frame b, (<b>c.1</b>,<b>c.2</b>) improved frame c, (<b>d</b>) improved frame d.</p>
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<p>Geometrical models of tank containers. (<b>a</b>) Traditional frame, (<b>b.1</b>,<b>b.2</b>) improved frame b, (<b>c.1</b>,<b>c.2</b>) improved frame c, (<b>d</b>) improved frame d.</p>
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<p>Mesh model of the traditional tank container.</p>
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<p>The stress distribution of the traditional frame and the variation in stress over time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The stress distribution of the frame b and the variation in stress over time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The stress distribution of the frame c and the variation in stress over time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The stress distribution of the frame d and the variation in stress over time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The measurement points of the diagonal length and the allowable values of diagonal length difference.</p>
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<p>The variation of <math display="inline"><semantics> <mrow> <mo>Δ</mo> <msub> <mi>K</mi> <mrow> <mn>1</mn> <mi>b</mi> </mrow> </msub> </mrow> </semantics></math> over time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The variation of the impact force over time: (<b>a</b>) the impact force F, (<b>b</b>) the impact force F<sub>2</sub>.</p>
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<p>The variation of maximum stress over time for the FRP support rings: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The variation of maximum stress over time for the impact side heads: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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<p>The schematic diagram of the middle section of the outer vessel and the cross section of the frame connected to it: (<b>a</b>) traditional frame, (<b>b</b>) frame b, (<b>c</b>) frame c, (<b>d</b>) frame d.</p>
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<p>The displacement of four locations in the direction of gravity changes with time: (<b>a</b>) only the rear end was impacted; (<b>b</b>) only the front end was impacted.</p>
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22 pages, 1106 KiB  
Article
Global Time-Varying Path Planning Method Based on Tunable Bezier Curves
by Longfei Jia, Si Zeng, Lei Feng, Bohan Lv, Zhiyuan Yu and Yuping Huang
Appl. Sci. 2023, 13(24), 13334; https://doi.org/10.3390/app132413334 - 18 Dec 2023
Cited by 2 | Viewed by 1243
Abstract
In this paper, a novel global time-varying path planning (GTVP) method is proposed. In the method, real-time paths can be generated based on tunable Bezier curves, which can realize obstacle avoidance of manipulators. First, finite feature points are extracted to represent the obstacle [...] Read more.
In this paper, a novel global time-varying path planning (GTVP) method is proposed. In the method, real-time paths can be generated based on tunable Bezier curves, which can realize obstacle avoidance of manipulators. First, finite feature points are extracted to represent the obstacle information according to the shape information and position information of the obstacle. Then, the feature points of the obstacle are converted into the feature points of the curve, according to the scale coefficient and the center point of amplification. Furthermore, a Bezier curve representing the motion path at this moment is generated to realize real-time adjustment of the path. In addition, the 5-degree Bezier curve planning method consider the start direction and the end direction is used in the path planning to avoid the situation of abrupt change with oscillation of the trajectory. Finally, the GTVP method is applied to multi-obstacle environment to realize global time-varying dynamic path planning. Through theoretical derivation and simulation, it can be proved that the path planned by the GTVP method can meet the performance requirements of global regulation, real-time change and multi-obstacle avoidance simultaneously. Full article
(This article belongs to the Special Issue Recent Advances in Robotics and Intelligent Robots Applications)
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<p>Bezier curve generated for rectangular obstacles.</p>
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<p>Bezier curve generated for circular obstacles.</p>
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<p>Bezier curve generated for non-parallelogram obstacles.</p>
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<p>Bezier curve generated for irregularly shaped obstacles.</p>
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<p>Schematic diagram of the Bezier curve (example of <math display="inline"><semantics> <mi>κ</mi> </semantics></math> = 0.3).</p>
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<p>Flowchart of real-time trajectory generation in a multi-obstacle environment.</p>
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<p>Obstacle avoidance curve in a multi-obstacle environment.</p>
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<p>Diagram of the motion process of the manipulator in the environment of multiple obstacles. (<b>a</b>) <span class="html-italic">t</span> = 90 s. (<b>b</b>) <span class="html-italic">t</span> = 95 s. (<b>c</b>) <span class="html-italic">t</span> = 100 s.</p>
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<p>The closest distance between several key nodes and obstacles.</p>
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<p>Simulation results obtained by RRT. (<b>a</b>) <span class="html-italic">t</span> = 90 s. (<b>b</b>) <span class="html-italic">t</span> = 92 s. (<b>c</b>) <span class="html-italic">t</span> = 94 s. (<b>d</b>) <span class="html-italic">t</span> = 96 s. (<b>e</b>) <span class="html-italic">t</span> = 98 s. (<b>f</b>) <span class="html-italic">t</span> = 100 s.</p>
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<p>Simulation results obtained by Q-RRT* [<a href="#B33-applsci-13-13334" class="html-bibr">33</a>]. (<b>a</b>) <span class="html-italic">t</span> = 90 s. (<b>b</b>) <span class="html-italic">t</span> = 92 s. (<b>c</b>) <span class="html-italic">t</span> = 94 s. (<b>d</b>) <span class="html-italic">t</span> = 96 s. (<b>e</b>) <span class="html-italic">t</span> = 98 s. (<b>f</b>) <span class="html-italic">t</span> = 100 s.</p>
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<p>Simulation results obtained by MDA+RRT. (<b>a</b>) <span class="html-italic">t</span> = 90 s. (<b>b</b>) <span class="html-italic">t</span> = 92 s. (<b>c</b>) <span class="html-italic">t</span> = 94 s. (<b>d</b>) <span class="html-italic">t</span> = 96 s. (<b>e</b>) <span class="html-italic">t</span> = 98 s. (<b>f</b>) <span class="html-italic">t</span> = 100 s.</p>
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<p>Simulation results obtained by GTVP. (<b>a</b>) <span class="html-italic">t</span>=90s. (<b>b</b>) <span class="html-italic">t</span> = 92 s. (<b>c</b>) <span class="html-italic">t</span> = 94 s. (<b>d</b>) <span class="html-italic">t</span> = 96 s. (<b>e</b>) <span class="html-italic">t</span> = 98 s. (<b>f</b>) <span class="html-italic">t</span> = 100 s.</p>
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<p>The computational time of each method. (<b>a</b>) RRT. (<b>b</b>) Q-RRT*. (<b>c</b>) MDA+RRT. (<b>d</b>) GTVP.</p>
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22 pages, 6902 KiB  
Article
Bi-Resolution Hash Encoding in Neural Radiance Fields: A Method for Accelerated Pose Optimization and Enhanced Reconstruction Efficiency
by Zixuan Guo, Qing Xie, Song Liu and Xiaoyao Xie
Appl. Sci. 2023, 13(24), 13333; https://doi.org/10.3390/app132413333 - 18 Dec 2023
Cited by 1 | Viewed by 1465
Abstract
NeRF has garnered extensive attention from researchers due to its impressive performance in three-dimensional scene reconstruction and realistic rendering. It is perceived as a potential pivotal technology for scene reconstruction in fields such as virtual reality and augmented reality. However, most NeRF-related research [...] Read more.
NeRF has garnered extensive attention from researchers due to its impressive performance in three-dimensional scene reconstruction and realistic rendering. It is perceived as a potential pivotal technology for scene reconstruction in fields such as virtual reality and augmented reality. However, most NeRF-related research and applications heavily rely on precise pose data. The challenge of effectively reconstructing scenes in situations with inaccurate or missing pose data remains pressing. To address this issue, we examine the relationship between different resolution encodings and pose estimation and introduce BiResNeRF, a scene reconstruction method based on both low and high-resolution hash encoding modules, accompanied by a two-stage training strategy. The training strategy includes setting different learning rates and sampling strategies for different stages, designing stage transition signals, and implementing a smooth warm-up learning rate scheduling strategy after the phase transition. The experimental results indicate that our method not only ensures high synthesis quality but also reduces training time. Compared to other algorithms that jointly optimize pose, our training process is sped up by at least 1.3×. In conclusion, our approach efficiently reconstructs scenes under inaccurate poses and offers fresh perspectives and methodologies for pose optimization research in NeRF. Full article
(This article belongs to the Special Issue Recent Advances in 3D Reconstruction, 3D Imaging and Virtual Reality)
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<p>The framework of joint pose optimization.</p>
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<p>NeRF model network architecture.</p>
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<p>Two-stage training flowchart.</p>
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<p>Schematic representation of the trend and degree of error variation. (<b>a</b>) Trend of error increase. (<b>b</b>) Trend of error decrease. (<b>c</b>) Degree of error fluctuation.</p>
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<p>The impact of different resolutions on pose and rendering quality.</p>
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<p>The impact of resolution layers on pose and rendering quality.</p>
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<p>Qualitative results on Synthetic dataset. GT (Ground Truth) represents reference images, while BAA refers to images rendered by the method in [<a href="#B33-applsci-13-13333" class="html-bibr">33</a>].</p>
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<p>Performance difference between smooth warm-up learning rate scheduling strategy and non-smooth scheduling strategy in the scene of Lego.</p>
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<p>Partial data of a scene with low texture, reflective ceramic.</p>
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<p>Visualization of aligned poses.</p>
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<p>Projection of aligned poses onto the XY plane.</p>
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<p>Rendering and depth map synthesized from the new perspective.</p>
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19 pages, 1649 KiB  
Article
Spatial Feature Integration in Multidimensional Electromyography Analysis for Hand Gesture Recognition
by Wensheng Chen, Yinxi Niu, Zhenhua Gan, Baoping Xiong and Shan Huang
Appl. Sci. 2023, 13(24), 13332; https://doi.org/10.3390/app132413332 - 18 Dec 2023
Cited by 3 | Viewed by 1301
Abstract
Enhancing information representation in electromyography (EMG) signals is pivotal for interpreting human movement intentions. Traditional methods often concentrate on specific aspects of EMG signals, such as the time or frequency domains, while overlooking spatial features and hidden human motion information that exist across [...] Read more.
Enhancing information representation in electromyography (EMG) signals is pivotal for interpreting human movement intentions. Traditional methods often concentrate on specific aspects of EMG signals, such as the time or frequency domains, while overlooking spatial features and hidden human motion information that exist across EMG channels. In response, we introduce an innovative approach that integrates multiple feature domains, including time, frequency, and spatial characteristics. By considering the spatial distribution of surface electromyographic electrodes, our method deciphers human movement intentions from a multidimensional perspective, resulting in significantly enhanced gesture recognition accuracy. Our approach employs a divide-and-conquer strategy to reveal connections between different muscle regions and specific gestures. Initially, we establish a microscopic viewpoint by extracting time-domain and frequency-domain features from individual EMG signal channels. We subsequently introduce a macroscopic perspective and incorporate spatial feature information by constructing an inter-channel electromyographic signal covariance matrix to uncover potential spatial features and human motion information. This dynamic fusion of features from multiple dimensions enables our approach to provide comprehensive insights into movement intentions. Furthermore, we introduce the space-to-space (SPS) framework to extend the myoelectric signal channel space, unleashing potential spatial information within and between channels. To validate our method, we conduct extensive experiments using the Ninapro DB4, Ninapro DB5, BioPatRec DB1, BioPatRec DB2, BioPatRec DB3, and Mendeley Data datasets. We systematically explore different combinations of feature extraction techniques. After combining multi-feature fusion with spatial features, the recognition performance of the ANN classifier on the six datasets improved by 2.53%, 2.15%, 1.15%, 1.77%, 1.24%, and 4.73%, respectively, compared to a single fusion approach in the time and frequency domains. Our results confirm the substantial benefits of our fusion approach, emphasizing the pivotal role of spatial feature information in the feature extraction process. This study provides a new way for surface electromyography-based gesture recognition through the fusion of multi-view features. Full article
(This article belongs to the Special Issue Intelligent Data Analysis with the Evolutionary Computation Methods)
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<p>The general procedure of the proposed method. The bottom is the structure of space-to-space (SPS).</p>
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<p>Example characteristics of EMG data. Cross correlation between channels of EMG data—note how many groups of channels have correlation.</p>
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<p>A visual juxtaposition of selected signal segments from NinaPro DB5 before and after pre-processing is presented. On the left are the raw signal segments without filtering or normalization, while on the right are the corresponding EMG signal segments post-processing, involving wavelet denoising and min–max normalization.</p>
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<p>For the selected KNN classifier, confusion matrices were generated to evaluate the classification performance with and without the involvement of SPS in the methods ICC, TD, and mDWT. The dataset used for this evaluation was BioPatRec DB1. (<b>a</b>) The confusion matrix with the inclusion of the SPS method. (<b>b</b>) The confusion matrix without the SPS method. The symbol † indicates an SPS operation that extends the sEMG signal.</p>
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<p>The F1-score of all datasets is tested by five classifiers on seven methods.</p>
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8 pages, 2893 KiB  
Communication
Scene-Based Nonuniformity Correction Method Using Principal Component Analysis for Infrared Focal Plane Arrays
by Dongming Lu, Longyin Teng, Jianle Ren, Jiangyun Tan, Mengke Wang, Liping Wang and Guohua Gu
Appl. Sci. 2023, 13(24), 13331; https://doi.org/10.3390/app132413331 - 18 Dec 2023
Viewed by 1016
Abstract
In this paper, principal component analysis is introduced to form a scene-based nonuniformity correction method for infrared focal plane arrays. The estimation of the gain and offset of the infrared detector and the correction of nonuniformity based on the neural network method with [...] Read more.
In this paper, principal component analysis is introduced to form a scene-based nonuniformity correction method for infrared focal plane arrays. The estimation of the gain and offset of the infrared detector and the correction of nonuniformity based on the neural network method with a novel estimation of desired target value are achieved concurrently. The current frame and several adjacent registered frames are decomposed onto a set of principal components, and then the first principal component is extracted to construct the desired target value. It is practical, forms fewer ghosting artifacts, and considerably promotes correction precision. Numerical experiments demonstrate that the proposed method presents excellent performance when dealing with clean infrared data with synthetic pattern noise as well as the real infrared video sequence. Full article
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<p>The flow chart of the proposed PCA-NUC.</p>
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<p>RMSE versus frames using different NUC methods.</p>
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<p>Roughness versus frames using different NUC methods.</p>
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<p>The performance comparison between different NUCs of frame 30 of the raw infrared data. The red arrow indicated the ghosting artifacts. (<b>a</b>) Sample image from the data. (<b>b</b>) Corrected result with the NN-NUC method. (<b>c</b>) Corrected result with the IRLMS method. (<b>d</b>) Corrected result with the PCA-NUC.</p>
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<p>The performance comparison between different NUCs of frame 140 of the raw infrared data. The red arrow indicated the ghosting artifacts. (<b>a</b>) Sample image from the data. (<b>b</b>) Corrected result with the NN-NUC method. (<b>c</b>) Corrected result with the IRLMS method. (<b>d</b>) Corrected result with the PCA-NUC.</p>
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17 pages, 6068 KiB  
Article
Seismic Response Effect on Base-Isolated Rigid Structures by Mass Eccentricity in Nuclear Plants
by Tae-Myung Shin and Byung-Chan Lee
Appl. Sci. 2023, 13(24), 13330; https://doi.org/10.3390/app132413330 - 18 Dec 2023
Viewed by 889
Abstract
The purpose of this paper is to analyze the seismic response effect caused by the mass eccentricity of individual equipment when conducting base isolation for the improvement of the seismic performance of a nuclear power plant. Recent research has interpreted and confirmed through [...] Read more.
The purpose of this paper is to analyze the seismic response effect caused by the mass eccentricity of individual equipment when conducting base isolation for the improvement of the seismic performance of a nuclear power plant. Recent research has interpreted and confirmed through analysis and testing that base isolation for safety-related equipment in nuclear power plants is an efficient alternative to designing for excessive seismic loads. Depending on the equipment, unavoidable mass eccentricity can occur, which necessitates verification of the response impact caused by eccentricity. In this paper, we analyze the seismic response impact of equipment with mass eccentricity using small base isolators. To do so, sensitivity analysis of the seismic response due to mass eccentricity is conducted for a base-isolated concentrated mass model. Furthermore, three efficient mass eccentricity models suitable for testing are designed and manufactured. Simulation analyses using the finite element method (FEM) models are performed, followed by three-axis shake table tests to validate the seismic response impact of mass eccentricity. In conclusion, it is confirmed that applying small base isolators to equipment with mass eccentricity can affect seismic response impact to some extent when compared for a beyond-design-basis earthquake (BDBE). Full article
(This article belongs to the Special Issue Advances in Seismic Performance Assessment, 2nd Edition)
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<p>LRB cross-sectional shape.</p>
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<p>Sensitivity analysis models for a base-isolated structure. (<b>a</b>) Dummy mass on the LRB model; (<b>b</b>) Dummy mass on the equivalent spring model.</p>
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<p>Definition of mass eccentricity value in Y direction and locations of A1 to A4 points.</p>
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<p>Change in modal frequencies with eccentricity. (<b>a</b>) Frequencies for Mode-1 to Mode-3; (<b>b</b>) Frequencies for Mode-4 to Mode-6.</p>
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<p>Seismic inputs for analysis. (<b>a</b>) Acceleration response spectra; (<b>b</b>) Acceleration time histories for 0.3 g DRS.</p>
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<p>Eccentricity sensitivity of horizontal acceleration at the mass center.</p>
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<p>Eccentricity sensitivity of horizontal acceleration at A2 and A4 points. (<b>a</b>) A2 Point; (<b>b</b>) A4 Point.</p>
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<p>Eccentricity sensitivity of horizontal displacement at the mass center.</p>
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<p>Eccentricity sensitivity of horizontal displacement at A2 and A4 points. (<b>a</b>) A2 Point; (<b>b</b>) A4 Point.</p>
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<p>2-D mass eccentricity effect on horizontal max. acceleration. (<b>a</b>) Effect on max. acceleration in the X direction; (<b>b</b>) Effect on max. acceleration in the Y direction.</p>
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<p>2-D mass eccentricity effect on horizontal max. displacement. (<b>a</b>) Effect in the X direction; (<b>b</b>) Effect in the Y direction.</p>
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<p>Model shapes for simulation analysis for the shaking table test. (<b>a</b>) Non-eccentric mass; (<b>b</b>) Eccentric mass 1 (Ecc1); (<b>c</b>) Eccentric mass 2 (Ecc2); (<b>d</b>) FEM model for non-eccentric mass for example.</p>
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<p>Testing of mass eccentric structures using a 3-D table. (<b>a</b>) Schematic of sensor locations on the Ecc1 structure; (<b>b</b>) Preparation configuration for the 3-D table test.</p>
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<p>Effect of base isolation on acceleration responses (0.3 g, EW).</p>
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<p>Acceleration responses of base-isolated structures by mass eccentricity.</p>
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<p>Comparison of mass eccentricity effects in secondary structures. (<b>a</b>) Response spectra for the 5 Hz beam; (<b>b</b>) Response spectra for the 10 Hz beam; (<b>c</b>) Response spectra for the 30 Hz beam.</p>
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<p>Comparison of mass eccentricity effects in secondary structures. (<b>a</b>) Response spectra for the 5 Hz beam; (<b>b</b>) Response spectra for the 10 Hz beam; (<b>c</b>) Response spectra for the 30 Hz beam.</p>
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16 pages, 768 KiB  
Article
Impact of Secure Container Runtimes on File I/O Performance in Edge Computing
by Kyungwoon Lee, Jeongsu Kim, Ik-Hyeon Kwon, Hyunchan Park and Cheol-Ho Hong
Appl. Sci. 2023, 13(24), 13329; https://doi.org/10.3390/app132413329 - 18 Dec 2023
Cited by 1 | Viewed by 1546
Abstract
Containers enable high performance and easy deployment due to their lightweight architecture, thus facilitating resource utilization in edge computing nodes. Secure container runtimes have attracted significant attention because of the necessity for overcoming the security vulnerabilities of containers. As the runtimes adopt an [...] Read more.
Containers enable high performance and easy deployment due to their lightweight architecture, thus facilitating resource utilization in edge computing nodes. Secure container runtimes have attracted significant attention because of the necessity for overcoming the security vulnerabilities of containers. As the runtimes adopt an additional layer such as virtual machines and user-space kernels to enforce isolation, the container performance can be degraded. Even though previous studies presented experimental results on performance evaluations of secure container runtimes, they lack a detailed analysis of the root causes that affect the performance of the runtimes. This paper explores the architecture of three secure container runtimes in detail: Kata containers, gVisor, and Firecracker. We focus on file I/O, which is one of the key aspects of container performance. In addition, we present the results of the user- and kernel-level profiling and reveal the major factors that impact the file I/O performance of the runtimes. As a result, we observe three key findings: (1) Firecracker shows the highest file I/O performance as it allows for utilizing the page cache inside VMs, and (2) Kata containers offer the lowest file I/O performance by consuming the largest amount of CPU resources. Also, we observe that gVisor scales well as the block size increases because the file I/O requests are mainly handled by the host OS similar to native applications. Full article
(This article belongs to the Special Issue Advances in Edge Computing for Internet of Things)
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<p>Different architectures of representative secure container runtimes: Kata containers, gVisor, and Firecracker. (<b>a</b>) Kata containers, (<b>b</b>) gVisor, and (<b>c</b>) Firecracker.</p>
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<p>File operations of Kata containers. (<b>a</b>) Overview, and (<b>b</b>) symbol-level analysis of the file I/O stack.</p>
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<p>File operations of gVisor. (<b>a</b>) Overview, and (<b>b</b>) symbol-level analysis of the file I/O stack.</p>
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<p>File operations of Firecracker. (<b>a</b>) Overview, and (<b>b</b>) symbol-level analysis of the file I/O stack.</p>
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<p>Sequential file I/O performance of runc, Kata containers (Kata), gVisor, and Firecracker (FC) with different block sizes. (<b>a</b>) Sequential read, and (<b>b</b>) sequential write.</p>
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<p>CPU usage in processing sequential file I/O operations under runc (R), Kata containers (K), gVisor (G), and Firecracker (F). (<b>a</b>) Sequential read, and (<b>b</b>) sequential write.</p>
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<p>Random file I/O performance of runc, Kata containers (Kata), gVisor, and Firecracker (FC) with different block sizes. (<b>a</b>) Random read, and (<b>b</b>) random write.</p>
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<p>CPU usage in processing random file I/O operations under runc (R), Kata containers (K), gVisor (G), and Firecracker (F). (<b>a</b>) Random read, and (<b>b</b>) random write.</p>
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<p>Symbol-level profiling of I/O processing in Kata containers.</p>
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<p>Symbol-level profiling of I/O processing in gVisor.</p>
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<p>Symbol-level profiling of I/O processing in Firecracker.</p>
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20 pages, 10941 KiB  
Article
Comparison of Stress Concentration Factors Obtained by Different Methods
by Peter Sivák, Ingrid Delyová and Jozef Bocko
Appl. Sci. 2023, 13(24), 13328; https://doi.org/10.3390/app132413328 - 18 Dec 2023
Cited by 1 | Viewed by 2357
Abstract
This paper offers a study regarding regression and correlation analysis and intercomparison of stress concentration factors obtained from FEM analysis with factors imported from external sources. The procedure for obtaining the stress concentration factors is implemented and demonstrated on the shape configuration of [...] Read more.
This paper offers a study regarding regression and correlation analysis and intercomparison of stress concentration factors obtained from FEM analysis with factors imported from external sources. The procedure for obtaining the stress concentration factors is implemented and demonstrated on the shape configuration of an axially symmetric structural element with offset, tension loading. It is a typical representation of stress concentrators of the shape-discontinuity-dimension-load configuration applied in structural elements mainly from the engineering and construction fields. The data thus obtained are then subjected to regression and simple correlation analysis. Three regression models based on 2nd- and 3rd-degree polynomials and power function are applied. These results are further subjected to a detailed procedure of comparison with the values of the stress concentration factors obtained from two other independent sources. Finally, a detailed analysis of the possible reasons for the registered value deviations is performed. Full article
(This article belongs to the Special Issue Modernly Designed Materials and Their Processing)
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<p>The 6 configurations of shape-discontinuity-dimension-load stress concentrators identifiable as (<b>a</b>–<b>f</b>).</p>
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<p>The course of the individual relative principal stresses and equivalent von Mises stresses for the shape configuration (c) in the smallest cross-section as a function of the dimensionless parameter <span class="html-italic">x</span>/<span class="html-italic">r</span>.</p>
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<p>Experimentally obtained stress concentration factors <span class="html-italic">α</span><sub>e</sub> and <span class="html-italic">α</span><sub>f</sub> with dependence on dimensionless <span class="html-italic">r</span>/<span class="html-italic">d</span> ratios.</p>
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<p>Experimentally obtained stress concentration factor <span class="html-italic">α</span><sub>b</sub> with dependence on dimensionless ratios <span class="html-italic">r</span>/<span class="html-italic">d</span> and <span class="html-italic">H</span>/<span class="html-italic">d</span>.</p>
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<p>Stress concentration factor <span class="html-italic">α</span><sub>a</sub> obtained by transformation from 2D to 3D with dependence on dimensionless ratios <span class="html-italic">r</span>/<span class="html-italic">d</span> and <span class="html-italic">D</span>/<span class="html-italic">d</span>.</p>
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<p>Correlation of stress concentration factors <span class="html-italic">α</span><sub>a</sub>, <span class="html-italic">α</span><sub>b</sub>, <span class="html-italic">α</span><sub>c</sub>, <span class="html-italic">α</span><sub>d</sub>, <span class="html-italic">α</span><sub>e</sub>, and <span class="html-italic">α</span><sub>f</sub> in symbolic proportion for 2D and 3D shape configurations.</p>
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<p>Boundary conditions and loading used for finite element analysis.</p>
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<p>Example of a equivalent stress field according to von Mises theory on a quarter 3D model.</p>
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<p>Example of the detail of the equivalent stress field according to von Mises theory in 2D view at the location of the transition arc.</p>
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<p>Example of the principal normal stress field in the longitudinal axis direction on a quarter 3D model.</p>
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<p>Example of the detail of the principal normal stress field in the longitudinal axis direction in 2D view at the location of the transition arc.</p>
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<p>Plots of the concentration factors <span class="html-italic">α</span><sub>Ct</sub>, <span class="html-italic">α</span><sub>VM</sub>, <span class="html-italic">α</span><sub>VMP3</sub>, <span class="html-italic">α</span><sub>VMP2</sub>, <span class="html-italic">α</span><sub>VMPw</sub>, <span class="html-italic">α</span><sub>S1</sub> and <span class="html-italic">α</span><sub>Ti</sub> as functions of dimensionless <span class="html-italic">r</span>/<span class="html-italic">d</span> ratios for dimensionless <span class="html-italic">D</span>/<span class="html-italic">d</span> ratios of 1.01, 1.02, 1.05 and 1.10.</p>
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<p>Plots of the concentration factors <span class="html-italic">α</span><sub>Ct</sub>, <span class="html-italic">α</span><sub>VM</sub>, <span class="html-italic">α</span><sub>VMP3</sub>, <span class="html-italic">α</span><sub>VMP2</sub>, <span class="html-italic">α</span><sub>VMPw</sub>, <span class="html-italic">α</span><sub>S1</sub> and <span class="html-italic">α</span><sub>Ti</sub> as functions of dimensionless <span class="html-italic">r</span>/<span class="html-italic">d</span> ratios for dimensionless <span class="html-italic">D</span>/<span class="html-italic">d</span> ratios of 1.2 and 2.0.</p>
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<p>Plots of the concentration factors <span class="html-italic">α</span><sub>Ct</sub>, <span class="html-italic">α</span><sub>VM</sub>, <span class="html-italic">α</span><sub>VMP3</sub>, <span class="html-italic">α</span><sub>VMP2</sub>, <span class="html-italic">α</span><sub>VMPw</sub>, <span class="html-italic">α</span><sub>S1</sub> and <span class="html-italic">α</span><sub>Ti</sub> as functions of dimensionless <span class="html-italic">r</span>/<span class="html-italic">d</span> ratios for dimensionless <span class="html-italic">D</span>/<span class="html-italic">d</span> ratios of 1.5 and 3.0.</p>
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<p>Graphical representation of the percentage differences of Δ<span class="html-italic">α</span><sub>Ct</sub> and Δ<span class="html-italic">α</span><sub>Ti</sub> as functions of <span class="html-italic">r</span>/<span class="html-italic">d</span> for <span class="html-italic">D</span>/<span class="html-italic">d</span> ratios of 1.01, 1.02, 1.05 and 1.10.</p>
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<p>Graphical representation of the percentage differences of Δ<span class="html-italic">α</span><sub>Ct</sub> and Δ<span class="html-italic">α</span><sub>Ti</sub> as functions of <span class="html-italic">r</span>/<span class="html-italic">d</span> for <span class="html-italic">D</span>/<span class="html-italic">d</span> ratios of 1.2, 1.5, 2.0 and 3.0.</p>
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11 pages, 3708 KiB  
Article
Study on the Influence of Gas Desorption Characteristics under High-Pressure Fluid Fracturing of Deep Coal
by Shuyin Ma, Jianjun Cao, Qinghua Zhang and Sheng Xue
Appl. Sci. 2023, 13(24), 13327; https://doi.org/10.3390/app132413327 - 18 Dec 2023
Cited by 1 | Viewed by 973
Abstract
In order to study the influence law of gas desorption accumulation and emission characteristics under hydraulic fracturing, this experiment uses coal-rock adsorption–desorption test equipment to carry out isothermal desorption tests of water-bearing coal under various stress paths. The experimental object is anthracite from [...] Read more.
In order to study the influence law of gas desorption accumulation and emission characteristics under hydraulic fracturing, this experiment uses coal-rock adsorption–desorption test equipment to carry out isothermal desorption tests of water-bearing coal under various stress paths. The experimental object is anthracite from Four Seasons Chun coal mine in Guizhou Province. In this experiment, the influence law of the desorption emission characteristics of coal under different stresses is analyzed. Research shows that the stress directly affects the gas desorption of coal and plays a decisive role in the gas desorption and emission characteristics of water-bearing coal in the stress-affected zone. Under equivalent gas adsorption of water-bearing coal, the total accumulated gas desorption displayed by coal increases with the increase in stress under certain conditions and the increase rate slows down with the time; coal samples differing in moisture content are subjected to various stress paths, leading to the difference in the total gas desorption. The total accumulated gas desorption displayed by coal with higher moisture content is generally smaller than that with lower moisture content. Through field observation, a zone with high accumulated gas desorption is formed in the stress-affected zone beyond the radius of effective fracture influence, generating an imbalance of gas desorption and emission. The study results are of theoretical and practical engineering significance for the prevention and control of stress-induced disasters and gas disasters in deep coal seams. Full article
(This article belongs to the Special Issue Advanced Methodology and Analysis in Coal Mine Gas Control)
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<p>Experimental equipment (The red arrow indicates the direction of force).</p>
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<p>Processed coal samples.</p>
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<p>Gas desorption curves of a coal body with a moisture content of 1.15% under various stress path states.</p>
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<p>Gas desorption curves of coal with a moisture content of 3.24% under various stress path states.</p>
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<p>Variation of limiting desorption amount provided by coal samples with a moisture content of 1.15% under various stress path states.</p>
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<p>Variation of limiting desorption amount provided by coal samples with a moisture content of 3.24% under various stress path states.</p>
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<p>Changes to gas channels under high-pressure fluid stress.</p>
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<p>Layout plan of drill holes in hydraulic presplitting test area.</p>
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<p>Variation curves of gas pressure before and after hydraulic presplitting.</p>
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<p>Curves of gas concentration under stress action.</p>
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<p>Variation curve of pure gas extraction in the stress-affected zone.</p>
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27 pages, 12154 KiB  
Article
Experimental Study on a Granular Material-Filled Lining in a High Ground-Stress Soft-Rock Tunnel
by Jie Liu, Bin Wang, Yansong Wang, Lei Shi, Xiaokang Xie and Jun Lan
Appl. Sci. 2023, 13(24), 13326; https://doi.org/10.3390/app132413326 - 17 Dec 2023
Cited by 1 | Viewed by 1207
Abstract
For high ground-stress soft-rock tunnels surrounding rock with large deformation, rapid deformation rate, a long creep time, and a high likelihood of to causing initial and secondary lining damage, the yielding and relief-pressure support technology of a lining filled with a granular material [...] Read more.
For high ground-stress soft-rock tunnels surrounding rock with large deformation, rapid deformation rate, a long creep time, and a high likelihood of to causing initial and secondary lining damage, the yielding and relief-pressure support technology of a lining filled with a granular material is proposed. A layer of granular material is placed at the reserved deformation layer of the tunnel to provide the surrounding rock with a certain amount of deformation space. Confined compression tests were undertaken to study the laws of compressive strain, load reduction law, and horizontal force variation of different granular materials under different rock stresses. The research showed that the compressibility and load reduction performance of 8 mm soil was optimal. Its maximum compressive strain reached 47.6%, and the total load reduction rate reached 71%. The yielding- and relief-pressure effects of the granular sand-filled lining support were analyzed from the angles of deflection, pressure, and energy. The results show that the highest reduction rate of deflection was 36.7%, and the greatest load reduction rate of pressure was 78%. The grainy filling material can remove part of the load imposed by the surrounding rock on the support structure of the secondary lining through yielding pressure and relief pressure, which dramatically reduces the damage to the secondary lining from the surrounding rock. The research results have specific reference significance for designing and constructing tunnel support structures. Full article
(This article belongs to the Special Issue Advances in Tunneling and Underground Engineering)
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<p>The granular material-filled lining support stage.</p>
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<p>Principle of the compressible granular filling lining support. Note: In the figure, mark 1 represents the rigid support, mark 2 represents the yielding support, and mark 3 represents the compressible granular filling lining support.</p>
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<p>Granular filling materials. (<b>a</b>) Fine sand with particle size &lt; 0.25 mm. (<b>b</b>) Coarse sand with particle size &gt; 0.5 mm. (<b>c</b>) Soil with a 4 mm particle size. (<b>d</b>) Soil with an 8 mm particle size. (<b>e</b>) Ceramsite with an 8 mm particle size.</p>
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<p>Particle size distribution curve of granular materials.</p>
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<p>Experimental system.</p>
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<p>Particle stress–strain curve.</p>
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<p>Particle stress–void ratio curve.</p>
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<p>Particle dislocation before and after compression of soil particles.</p>
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<p>Soil particle breakage in the compression process.</p>
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<p>Schematic diagram of the force on the filling.</p>
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<p>Compressive strain–load shedding rate law.</p>
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<p>Soil porosity–sidewall pressure.</p>
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<p>Schematic diagram of soil arch change.</p>
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<p>Initial diagram of the visual compression test.</p>
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<p>Distribution diagram of morphological characteristics of the soil arch evolution process.</p>
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<p>Settlement law of soil in different layers at different points.</p>
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<p>Variation of horizontal force at different heights of soil arch under different loadings.</p>
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<p>Porosity–lateral pressure diagram for ceramsite.</p>
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<p>Porosity–lateral pressure diagram for sand.</p>
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<p>Comparison of the horizontal forces of different compressible granular fillings.</p>
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<p>The overall test device of the supported beam.</p>
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<p>Layout of the stress and strain monitoring points. (<b>a</b>) Pressure monitoring points arrangement. (<b>b</b>) Strain monitoring points arrangement.</p>
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<p>Forces diagram of the supported beam under different working conditions. (<b>a</b>) Structure with no filling-sand. (<b>b</b>) Structure with filling-sand before sand discharge. (<b>c</b>) Structure with filling-sand after sand discharge.</p>
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<p>Comparison of deflection changes.</p>
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<p>Comparison of the energy absorption of the supporting structure.</p>
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<p>Energy absorption diagram of each filling material.</p>
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<p>Diagram of the unloading pressure and energy release of the sand-filled lining.</p>
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25 pages, 13144 KiB  
Article
The Nonlinear Dynamic Characteristics of an Industrial Turbine Engine with Eccentric Squeeze Film Dampers
by Shan Zeng, Sigui Luo, Fei Wang, Xifan Lan, Xinrui Ma and Yuxin Lu
Appl. Sci. 2023, 13(24), 13325; https://doi.org/10.3390/app132413325 - 17 Dec 2023
Viewed by 1121
Abstract
Squeeze film dampers are often used to suppress vibration in turbine engines and play an important role in rotor systems. In this paper, the nonlinear dynamic characteristics of an industrial turbine engine fitted with squeeze film dampers are investigated with the static eccentricity [...] Read more.
Squeeze film dampers are often used to suppress vibration in turbine engines and play an important role in rotor systems. In this paper, the nonlinear dynamic characteristics of an industrial turbine engine fitted with squeeze film dampers are investigated with the static eccentricity of the SFDs. A recently developed time domain technique that combines the finite element method and the fixed interface modal synthesis method is applied to predict the nonlinear unbalance response of the industrial turbine engine under different unbalanced and static eccentricity configurations. By comparing the results obtained using SFDs with and without static eccentricity, it can be concluded that increasing the static eccentricity of the SFDs promotes non-periodic motion, while an increase in the unbalance level promotes the jump phenomenon. The efficiency of the rotor system would improve with an appropriate amount of unbalance applied to compressor IV, resulting in a reduction in the vibration level. If static sprung eccentricity occurs, the center of the journal orbit would be offset from the SFD center, rendering it inefficient or even leading to rub impact. Therefore, it is crucial to control the static eccentricity of the SFDs for optimal performance. The time domain technique is verified by the experimental results reported in the literature. Full article
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<p>Model diagram: (<b>a</b>) structural diagram of the industrial turbine engine; (<b>b</b>) cross-section of the industrial turbine engine; (<b>c</b>) structure diagram of the SFD.</p>
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<p>Model diagram: (<b>a</b>) structural diagram of the industrial turbine engine; (<b>b</b>) cross-section of the industrial turbine engine; (<b>c</b>) structure diagram of the SFD.</p>
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<p>Campbell diagram of the rotor system.</p>
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<p>Mode shapes of the first two critical speeds: (<b>a</b>) mode shape for critical speed 1588 rad/s; (<b>b</b>) mode shape for critical speed 3276 rad/s.</p>
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<p>Bifurcation diagram of support I in 1000−4500 rad/s: (<b>a</b>) bifurcation diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) bifurcation diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>c</b>) bifurcation diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) bifurcation diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 5
<p>Waterfall diagram of support I in 1000–4500 rad/s: (<b>a</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>c</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 5 Cont.
<p>Waterfall diagram of support I in 1000–4500 rad/s: (<b>a</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>c</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) waterfall diagram − <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 6
<p>Horizontal response of the rotor in 1000−4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>;</mo> </mrow> </semantics></math> (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.6</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.7</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.8</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.9</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 6 Cont.
<p>Horizontal response of the rotor in 1000−4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>;</mo> </mrow> </semantics></math> (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.6</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.7</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.8</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.9</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 6 Cont.
<p>Horizontal response of the rotor in 1000−4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>;</mo> </mrow> </semantics></math> (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.6</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.7</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.8</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.9</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 7
<p>Horizontal response of support I in 1000–4500 rad/s under different unbalanced configuration: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>4</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>.</p>
Full article ">Figure 8
<p>Bifurcation diagram of support I in 1000–4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 8 Cont.
<p>Bifurcation diagram of support I in 1000–4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 9
<p>Waterfall diagram of support I in 1000–4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 9 Cont.
<p>Waterfall diagram of support I in 1000–4500 rad/s: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> <mo>,</mo> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>; (<b>e</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>f</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>; (<b>g</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>; (<b>h</b>) <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>,<math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 10
<p>Horizontal response of support I in 1000–4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 11
<p>Horizontal response of support I in 1000−4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.2</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 12
<p>Horizontal response of support I in 1000−4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 12 Cont.
<p>Horizontal response of support I in 1000−4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.3</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 13
<p>Horizontal response of support I in 1000−4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo>−</mo> <mn>1.0</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mo> </mo> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 14
<p>Horizontal response of the rotor system in 1000−4500 rad/s with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mo> </mo> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math>: (<b>a</b>) 0X; (<b>b</b>) 1X.</p>
Full article ">Figure 15
<p>Orbit and spectrum of support I with <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mn>2</mn> </mrow> </msub> <mo>=</mo> <mn>0.1</mn> <mo> </mo> <mi mathvariant="normal">m</mi> <mi mathvariant="normal">m</mi> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>e</mi> </mrow> <mrow> <mi>s</mi> <mi>x</mi> </mrow> </msub> <mo>=</mo> <mn>0.35</mn> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>ω</mi> </mrow> <mrow> <mn>1</mn> </mrow> </msub> <mo>=</mo> <mn>3600</mn> <mo> </mo> <mi mathvariant="normal">r</mi> <mi mathvariant="normal">a</mi> <mi mathvariant="normal">d</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </semantics></math>: (<b>a</b>) orbit; (<b>b</b>) spectrum.</p>
Full article ">Figure 16
<p>Dual-rotor test rig.</p>
Full article ">Figure 17
<p>Structural diagram of the coaxial rotor system.</p>
Full article ">Figure 18
<p>Experimental results from Reference [<a href="#B22-applsci-13-13325" class="html-bibr">22</a>] (Chapter 5, Figure 5.25): (<b>a</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>b</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>c</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>230</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>d</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mrow> <mo>=</mo> <mn>2</mn> </mrow> <mn>30</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure 18 Cont.
<p>Experimental results from Reference [<a href="#B22-applsci-13-13325" class="html-bibr">22</a>] (Chapter 5, Figure 5.25): (<b>a</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>b</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>c</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>230</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>d</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mrow> <mo>=</mo> <mn>2</mn> </mrow> <mn>30</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure 18 Cont.
<p>Experimental results from Reference [<a href="#B22-applsci-13-13325" class="html-bibr">22</a>] (Chapter 5, Figure 5.25): (<b>a</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>b</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>c</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>230</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>d</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mrow> <mo>=</mo> <mn>2</mn> </mrow> <mn>30</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>.</p>
Full article ">Figure 19
<p>Results obtained with method in this work: (<b>a</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>b</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mo>=</mo> <mn>188</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>c</b>) orbit of the inner rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mrow> <mo>=</mo> <mn>230</mn> <mo> </mo> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>; (<b>d</b>) orbit of the outer rotor disk − <math display="inline"><semantics> <mrow> <mi>ω</mi> <mrow> <mo>=</mo> <mn>2</mn> </mrow> <mn>30</mn> <mo> </mo> <mrow> <mi>rad</mi> <mo>/</mo> <mi mathvariant="normal">s</mi> </mrow> </mrow> </semantics></math>.</p>
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18 pages, 6361 KiB  
Article
Research on Shovel-Force Prediction and Power-Matching Optimization of a Large-Tonnage Electric Wheel Loader
by Jiajie Wei, Jiazhi Zhao and Jixin Wang
Appl. Sci. 2023, 13(24), 13324; https://doi.org/10.3390/app132413324 - 17 Dec 2023
Cited by 2 | Viewed by 1403
Abstract
Nowadays, rapid development has been achieved with respect to the electric wheel loader (EWL). The operational efficiency of EWLs is affected by many factors; especially, shovel force is a very important factor. For large-tonnage EWLs, when employing empirical, formula-based methods to predict shovel [...] Read more.
Nowadays, rapid development has been achieved with respect to the electric wheel loader (EWL). The operational efficiency of EWLs is affected by many factors; especially, shovel force is a very important factor. For large-tonnage EWLs, when employing empirical, formula-based methods to predict shovel force, the generated errors are significant, with errors frequently reaching levels of up to 30%. To solve this problem, a method, based on the discrete element method (DEM), to predict shovel force is put forward in this paper. The material parameters are calibrated by a backpropagation (BP) neural network learning algorithm (NNLA). The material model is inputted into multi-body-dynamics software. A simulation model to accurately predict the shovel force is created. The error between the test results and the simulation results is 7.8%, demonstrating a high level of consistency. To validate the reliability of this method, the 35-ton EWL is taken as an example for research, and the straight-line driving test and the power-matching test are conducted. While ensuring the operational efficiency of the EWLs, the power loss is also a crucial consideration. The drastic changes in shovel force often result in front-tire slippage of the EWLs. To minimize wheel slippage during the shoveling section, the matching of the electric motor was optimized. In summary, material parameters were calibrated using a combined method of BP NNLA to predicate shovel force of a large-tonnage EWL. Additionally, the power matching of the EWL has been optimized to accord with the shoveling section of the device. Full article
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<p>V-type operational cycle of a large-tonnage EWL.</p>
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<p>Types of shovel force during shoveling: (<b>a</b>) shovel force distribution; (<b>b</b>) bucket movement direction.</p>
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<p>Structure of BP NNLA.</p>
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<p>Static calibration experiment: (<b>a</b>) particle size measurement in ore samples; (<b>b</b>) repose angle measurement in ore samples.</p>
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<p>Dynamic calibration experiment: (<b>a</b>) GPS layout; (<b>b</b>) shoveling process.</p>
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<p>Factor diagram: (<b>a</b>) primary effect diagram of repose angle; (<b>b</b>) interaction diagram of repose angle.</p>
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<p>Physical parameter calibration model: (<b>a</b>) density calibration; (<b>b</b>) repose-angle calibration; (<b>c</b>) definition of material particles.</p>
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<p>Definition of material properties.</p>
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<p>Variation curve of the hydraulic cylinder force.</p>
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<p>Mechanical parameter calibration model.</p>
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<p>Bucket model of 35-ton EWL.</p>
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<p>Power transmission path of 35-ton EWL.</p>
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<p>(<b>a</b>) Speed variation curve during no-load acceleration; (<b>b</b>) Torque variation curve during no-load acceleration.</p>
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<p>(<b>a</b>) Torque variation of front axle motors; (<b>b</b>) Torque variation of rear axle motors.</p>
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<p>Prototype mining area shovel loading test.</p>
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<p>(<b>a</b>) Speed curve during linear driving process; (<b>b</b>) motor torque curve during linear driving process.</p>
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<p>Power curves: (<b>a</b>) no-load four-wheel-drive power curve; (<b>b</b>) full-load four-wheel-drive power curve.</p>
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32 pages, 25217 KiB  
Article
Spatial Characteristics and Temporal Trend of Urban Heat Island Effect over Major Cities in India Using Long-Term Space-Based MODIS Land Surface Temperature Observations (2000–2023)
by Suren Nayak, Arya Vinod and Anup Krishna Prasad
Appl. Sci. 2023, 13(24), 13323; https://doi.org/10.3390/app132413323 - 17 Dec 2023
Cited by 1 | Viewed by 3043
Abstract
The alteration of the Earth’s surface due to urbanization and the formation of urban heat islands is one of the most evident and widely discussed anthropogenic impacts on Earth’s microclimate. The elevated land surface temperature in the urban perimeter compared with the surrounding [...] Read more.
The alteration of the Earth’s surface due to urbanization and the formation of urban heat islands is one of the most evident and widely discussed anthropogenic impacts on Earth’s microclimate. The elevated land surface temperature in the urban perimeter compared with the surrounding non-urban area is known as the surface urban heat island (SUHI) effect. India has experienced swift urban growth over the past few decades, and this trend is expected to persist in years to come. The literature published on SUHI in India focuses only on a few specific cities, and there is limited understanding of its geospatial variation across a broader region and its long-term trend. Here, we present one of the first studies exploring the long-term diurnal (daytime, and nighttime), seasonal, and annual characteristics of SUHI in the 20 largest urban centers of India and its neighboring countries. The study highlights a statistically significant (95% confidence interval) rise in nighttime surface temperatures across major cities based on a linear fit over 23 years (2000–2023) of MODIS land surface temperature satellite observations. The nighttime SUHI was found to be more conspicuous, positive, and consistent when compared with daytime satellite observations. The nighttime SUHI for April–May–June representing the pre-monsoon and onset of monsoon months for the top 10 cities, ranged from 0.92 to 2.33 °C; for December–January–February, representing the winter season, it ranged from 1.38 to 2.63 °C. In general, the total change in the nighttime SUHI based on linear fit (2000–2023) for the top ten cities showed warming over the urban region ranging from 2.04 to 3.7 °C. The highest warming trend was observed during the months of May–June–July (3.7 and 3.01 °C) in Ahmedabad and Delhi, cities that have undergone rapid urbanization in the last two to three decades. The study identified strongly positive annual SUHI intensity during nighttime, and weakly negative to moderately positive annual SUHI intensity during daytime, for major cities. Jaipur (India), Lahore (Pakistan), Dhaka (Bangladesh), and Colombo (Sri Lanka) showed a nighttime SUHI intensity of 2.17, 2.33, 0.32, and 0.21 °C, respectively, during the months of April–May–June, and a nighttime SUHI intensity of 2.63, 1.68, 0.94, 0.33 °C, respectively, for the months of December–January–February (2000–2023). It is apparent that the geographical location (inland/coastal) of the city has a high influence on the daytime and nighttime SUHI patterns. The current research is intended to help city planners and policymakers better understand SUHI intensity (day and night/seasonal basis) for developing strategies to mitigate urban heat island effects. Full article
(This article belongs to the Section Environmental Sciences)
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<p>The average (<b>a</b>) nighttime and (<b>b</b>) daytime MODIS-derived LST (°C) over India and surrounding countries for AMJ (April–May–June) months for the period 2000–2023. The extent of major urban cities (<a href="#applsci-13-13323-t001" class="html-table">Table 1</a>) derived from the MODIS urban extent and having the highest population are marked as polygons (core city region), along with a 10 km buffer ring. The geographical region (5–38° N and 66–100° E) under investigation is shown on the map.</p>
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<p>The average nighttime MODIS-derived LST (°C) over India and surrounding countries for pre-monsoon (April–May) and onset of monsoon (June) months for the period 2000–2023.</p>
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<p>The monthly average nighttime MODIS-derived LST (°C) over India and surrounding countries for pre-monsoon (April–May) and onset of monsoon (June) months for the period 2000–2023 showing thermal contrast between major urban cities extent marked as polygons, and surrounding areas marked with 10 km buffer ring (for the period 2000–2023).</p>
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<p>The monthly average nighttime MODIS-derived LST (°C) over India and surrounding countries for DJF (December–January–February, winter season) months showing thermal contrast between major urban cities extent marked as polygons, and surrounding areas marked with 10 km buffer ring for the period 2000–2023.</p>
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<p>Histogram showing seasonal average (<b>a</b>) nighttime and (<b>b</b>) daytime MODIS-derived LST (°C) over India and surrounding countries for AMJ (April–May–June) and DJF (December–January–February) months for the period 2000–2023.</p>
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<p>Boxplot showing average annual (<b>a</b>) nighttime and (<b>b</b>) daytime MODIS-derived LST (°C) over cities in India and surrounding countries for the period 2000–2023.</p>
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<p>The total change in nighttime MODIS-derived LST (°C) over major Indian and other cities for AMJ (April–May–June) months showing hot spots over major urban cities extent for the period 2000–2023.</p>
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<p>Bar chart showing the (<b>a</b>) annual and (<b>b</b>) seasonal (May–June–July, MJJ) total change in nighttime and daytime MODIS-derived LST over major Indian cities and surrounding other cities for the period 2000–2023.</p>
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<p>The monthly total change in nighttime MODIS-derived LST (°C) over major cities for (<b>a</b>) April and (<b>b</b>) May and June, based on the linear trend for the period 2000–2023.</p>
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<p>Monthly time series showing (<b>a</b>,<b>b</b>) average nighttime temperature, and (<b>c</b>,<b>d</b>) nighttime surface urban heat island (SUHI) effect over selected major Indian cities for the period 2000–2023.</p>
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<p>Monthly time series showing (<b>a</b>,<b>b</b>) average daytime LST, and (<b>c</b>,<b>d</b>) daytime SUHI effect over selected major Indian cities for the period 2000–2023.</p>
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<p>Boxplot showing the variability of (<b>a</b>) nighttime and (<b>b</b>) daytime SUHI effect over selected major Indian cities for the period 2000–2023.</p>
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<p>Bar chart showing seasonal (<b>a</b>) nighttime and (<b>b</b>) daytime SUHI effect over major Indian and other cities for AMJ (April–May–June) and DJF (December–January–February) for the period 2000–2023.</p>
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