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34 pages, 1824 KiB  
Article
PySpice-Simulated In Situ Learning with Memristor Emulation for Single-Layer Spiking Neural Networks
by Sorin Liviu Jurj
Electronics 2024, 13(23), 4665; https://doi.org/10.3390/electronics13234665 (registering DOI) - 26 Nov 2024
Abstract
This paper presents a novel approach to in situ memristive learning by training spiking neural networks (SNNs) entirely within the circuit using memristor emulators in SPICE. The circuit models neurons using Lapicque neurons and employs pulse-based spike encoding to simulate spike-timing-dependent plasticity (STDP), [...] Read more.
This paper presents a novel approach to in situ memristive learning by training spiking neural networks (SNNs) entirely within the circuit using memristor emulators in SPICE. The circuit models neurons using Lapicque neurons and employs pulse-based spike encoding to simulate spike-timing-dependent plasticity (STDP), a key learning mechanism in SNNs. The Lapicque neuron model operates according to the Leaky Integrate-and-Fire (LIF) model, which is used in this study to model spiking behavior in memristor-based SNNs. More exactly, the first memristor emulator in PySpice, a Python library for circuit simulation, was developed and integrated into a memristive circuit capable of in situ learning, named the “In Situ Memristive Learning Method for Pattern Classification.” This novel technique enables time-based computation, where neurons accumulate incoming spikes and fire once a threshold is reached, mimicking biological neuron behavior. The proposed method was rigorously tested on three diverse datasets: XPUE, a custom non-dominating 3 × 3 image dataset; a 3 × 5 digit dataset ranging from 0 to 5; and a resized 10 × 10 version of the Modified National Institute of Standards and Technology (MNIST) dataset. The neuromorphic circuit achieved successful pattern learning across all three datasets, outperforming comparable results from other in situ training simulations on SPICE. The learning process harnesses the cumulative effect of memristors, enabling the network to learn a representative pattern for each label efficiently. This advancement opens new avenues for neuromorphic computing and paves the way for developing autonomous, adaptable pattern classification neuromorphic circuits. Full article
(This article belongs to the Special Issue Recent Advances and Related Technologies in Neuromorphic Computing)
25 pages, 2766 KiB  
Article
Compressive Behaviour of Circular High-Strength Self-Compacting Concrete-Filled Steel Tubular (CFST) Stub Columns Under Chloride Corrosion: Numerical Simulation
by Jun Zheng, Qian Xu, Weiwei Wang, Zhiyuan Zheng, Mingxun Hou and Xuetao Lyu
Buildings 2024, 14(12), 3775; https://doi.org/10.3390/buildings14123775 (registering DOI) - 26 Nov 2024
Abstract
This paper investigates the strength and behaviour of high-strength self-compacting concrete-filled steel tubular (HSSC-CFST) stub columns under axial compression. HSSC-CFST columns are high-performance structural members with wide applications in engineering structures. Nevertheless, relevant studies have commonly focused on the mechanical performance of HSSC-CFST [...] Read more.
This paper investigates the strength and behaviour of high-strength self-compacting concrete-filled steel tubular (HSSC-CFST) stub columns under axial compression. HSSC-CFST columns are high-performance structural members with wide applications in engineering structures. Nevertheless, relevant studies have commonly focused on the mechanical performance of HSSC-CFST in indoor environments. A finite element (FE) model was developed to predict the axial load capacity of HSSC-CFST stub columns subjected to chloride corrosion. According to this, several crucial geometric and material parameters were designed to investigate the influences on strength, initial stiffness, and ductile performance. Moreover, the analysis on failure mechanisms was investigated by N-ε curves and stress development in the whole loading process. The impacts of key parameters on the reduction factor of axial load capacity were also identified. The numerical analysis results indicate that the axial strength of HSSC-CFST stub columns under chloride corrosion was significantly heightened by increasing the strength of core self-compacting concrete, while contrary results were found with the increase in the steel ratio and yield strength of the steel tube. Lastly, design recommendations for the axially loaded HSSC-CFST were presented by modifying the design codes in CECS104-99. The proposed model is shown to be able to estimate the axial load-bearing capacity of HSSC-CFST stub columns more accurately. Full article
23 pages, 484 KiB  
Article
Inference with Non-Homogeneous Lognormal Diffusion Processes Conditioned on Nearest Neighbor
by Ana García-Burgos, Paola Paraggio, Desirée Romero-Molina and Nuria Rico-Castro
Mathematics 2024, 12(23), 3703; https://doi.org/10.3390/math12233703 (registering DOI) - 26 Nov 2024
Abstract
In this work, we approach the forecast problem for a general non-homogeneous diffusion process over time with a different perspective from the classical one. We study the main characteristic functions as mean, mode, and α-quantiles conditioned on a future time, not conditioned [...] Read more.
In this work, we approach the forecast problem for a general non-homogeneous diffusion process over time with a different perspective from the classical one. We study the main characteristic functions as mean, mode, and α-quantiles conditioned on a future time, not conditioned on the past (as is normally the case), and we observe the specific formula in some interesting particular cases, such as Gompertz, logistic, or Bertalanffy diffusion processes, among others. This study aims to enhance classical inference methods when we need to impute data based on available information, past or future. We develop a simulation and obtain a dataset that is closer to reality, where there is no regularity in the number or timing of observations, to extend the traditional inference method. For such data, we propose using characteristic functions conditioned on the past or the future, depending on the closest point at which we aim to perform the imputation. The proposed inference procedure greatly reduces imputation errors in the simulated dataset. Full article
(This article belongs to the Section Probability and Statistics)
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Figure 1

Figure 1
<p>Simulated paths for Gompertz-lognormal diffusion process. (<b>a</b>) Exponential shape (<math display="inline"><semantics> <mrow> <mi>c</mi> <mo>=</mo> <mn>0.05</mn> </mrow> </semantics></math>); (<b>b</b>) mixed shape (<math display="inline"><semantics> <mrow> <mi>c</mi> <mo>=</mo> <mn>0.008</mn> </mrow> </semantics></math>); (<b>c</b>) Gompertz shape (<math display="inline"><semantics> <mrow> <mi>c</mi> <mo>=</mo> <mn>0.001</mn> </mrow> </semantics></math>); (<b>d</b>) mixed shape (<math display="inline"><semantics> <mrow> <mi>c</mi> <mo>=</mo> <mo>−</mo> <mn>0.05</mn> </mrow> </semantics></math>).</p>
Full article ">Figure 2
<p>Simulated data. Figure (<b>a</b>), on the left, shows a total of 250 simulated sample paths of the Gompertz-lognormal process with <math display="inline"><semantics> <mrow> <mi>m</mi> <mo>=</mo> <mn>0.11</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>β</mi> <mo>=</mo> <mn>0.018</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>c</mi> <mo>=</mo> <mn>0.002</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>σ</mi> <mo>=</mo> <mn>0.01</mn> </mrow> </semantics></math>. Figure (<b>b</b>), on the right, shows selected sample of the simulated paths with a mean size of 4 and 3 points of interest around which the samples are taken with a deviation of 7 and from <math display="inline"><semantics> <mrow> <mi>t</mi> <mo>=</mo> <mn>70</mn> </mrow> </semantics></math>. These data are similar to those for fetal growth measures.</p>
Full article ">
17 pages, 11664 KiB  
Article
Self-Oscillation of Liquid Crystal Elastomer Fiber-Slide System Driven by Self-Flickering Light Source
by Dali Ge, Qingrui Hong, Xin Liu and Haiyi Liang
Polymers 2024, 16(23), 3298; https://doi.org/10.3390/polym16233298 (registering DOI) - 26 Nov 2024
Abstract
Self-oscillation, a control approach inspired by biological systems, demonstrates an autonomous, continuous, and regular response to constant external environmental stimuli. Until now, most self-oscillation systems have relied on a static external environment that continuously supplies energy, while materials typically absorb ambient energy only [...] Read more.
Self-oscillation, a control approach inspired by biological systems, demonstrates an autonomous, continuous, and regular response to constant external environmental stimuli. Until now, most self-oscillation systems have relied on a static external environment that continuously supplies energy, while materials typically absorb ambient energy only intermittently. In this article, we propose an innovative self-oscillation of liquid crystal elastomer (LCE) fiber-slide system driven by a self-flickering light source, which can efficiently regulate the energy input in sync with the self-oscillating behavior under constant voltage. This system primarily consists of a photo-responsive LCE fiber, a slider that includes a conductive segment and an insulating segment, a light source, and a conductive track. Using the dynamic LCE model, we derive the governing equation for the motion of the LCE fiber-slider system. Numerical simulations show that the LCE fiber-slide system under constant voltage exhibits two distinct motion phases, namely the stationary phase and the self-oscillation phase. The self-oscillation occurs due to the photo-induced contraction of the LCE fiber when the light source is activated. We also investigate the critical conditions required to initiate self-oscillation, and examine key system parameters influencing its frequency and amplitude. Unlike the continuous energy release from the static environmental field in most self-oscillation systems, our LCE fiber-slide self-oscillation system is driven by a self-flickering light source, which dynamically adjusts the energy input under a constant voltage to synchronize with the self-oscillating behavior. Our design features advantages such as spontaneous periodic lighting, a simple structure, energy efficiency, and ease of operation. It shows significant promise for dynamic circuit systems, monitoring devices, and optical applications. Full article
(This article belongs to the Special Issue Advances in Functional Rubber and Elastomer Composites II)
Show Figures

Figure 1

Figure 1
<p>Schematic diagram of a self-oscillation of LCE fiber-slide system driven by self-flickering light source. (<b>a</b>) Reference state. (<b>b</b>) Initial state. (<b>c</b>) Current state. (<b>d</b>) State transition and force analysis.</p>
Full article ">Figure 2
<p>Temporal behavior of displacement and phase trajectory curves for two motion phases. (<b>a</b>) Displacement temporal behavior with <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0; (<b>b</b>) phase trajectory with <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0; (<b>c</b>) displacement temporal behavior with <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1; and (<b>d</b>) phase trajectory with <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1. Other parameters are <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. Under constant voltage, the LCE fiber-slide system driven by self-flickering light source exhibits two distinct motion phases: the stationary phase and the self-oscillation phase.</p>
Full article ">Figure 3
<p>Mechanism of the self-oscillation of the LCE fiber-slider system driven by self-flickering light source for the typical case in <a href="#polymers-16-03298-f002" class="html-fig">Figure 2</a>c,d. (<b>a</b>) Variation of concentration of <span class="html-italic">cis</span> molecules over <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>t</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math>; (<b>b</b>) Variation of LCE fiber <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>F</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> over <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>t</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math>. (<b>c</b>) The relationship between <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>F</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>x</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math>, and (<b>d</b>) relationship between <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>F</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mi>d</mi> </mrow> </msub> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>x</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math>. The damping dissipation is balanced by the energy input from the tensile force, thereby maintaining stable self-oscillation.</p>
Full article ">Figure 4
<p>Influence of light intensity on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. As <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> increases, the <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> tends to rise, while the <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> remains relatively stable.</p>
Full article ">Figure 5
<p>Influence of contraction coefficient on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. As the contraction coefficient increases, the <math display="inline"><semantics> <mrow> <mtext> </mtext> <mi>A</mi> </mrow> </semantics></math> shows a distinct increase, while the <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> stays largely unaffected.</p>
Full article ">Figure 6
<p>Influence of damping coefficient on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. With the increase in damping coefficient, the <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> presents a decreasing trend, while the <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> remains nearly constant.</p>
Full article ">Figure 7
<p>Influence of stiffness coefficient on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. As the stiffness coefficient increases, both the a <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> exhibit an upward trend.</p>
Full article ">Figure 8
<p>Influence of initial velocity on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. Initial conditions do not influence the <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> of self-oscillation.</p>
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<p>Influence of gravitational acceleration on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, and <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. As <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> increases, the <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> initially rises and then falls, while <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> has barely changed at all.</p>
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<p>Influence of conductive track position on self-oscillation of LCE fiber-slide system, for <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>I</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mi>C</mi> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.2, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>β</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>v</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> = 0.1, <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>k</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 5.8, and <math display="inline"><semantics> <mrow> <mover accent="true"> <mrow> <mi>g</mi> </mrow> <mo>¯</mo> </mover> </mrow> </semantics></math> = 1.2. (<b>a</b>) Stable cycles. (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math>. As <math display="inline"><semantics> <mrow> <msub> <mrow> <mover accent="true"> <mrow> <mi>h</mi> </mrow> <mo>¯</mo> </mover> </mrow> <mrow> <mn>0</mn> </mrow> </msub> </mrow> </semantics></math> increases, the <math display="inline"><semantics> <mrow> <mi>A</mi> </mrow> </semantics></math> initially rises and then falls, while <math display="inline"><semantics> <mrow> <mi>f</mi> </mrow> </semantics></math> has barely changed at all.</p>
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18 pages, 1256 KiB  
Article
Experimental and Numerical Simulation Studies on the Synergistic Design of Gas Injection and Extraction Reservoirs of Condensate Gas Reservoir-Based Underground Gas Storage
by Jie Geng, Hu Zhang, Ping Yue, Simin Qu, Mutong Wang and Baoxin Chen
Processes 2024, 12(12), 2668; https://doi.org/10.3390/pr12122668 (registering DOI) - 26 Nov 2024
Abstract
The natural gas industry has developed rapidly in recent years, with gas storage playing an important role in regulating winter and summer gas consumption and ensuring energy security. The Ke7010 sand body is a typical edge water condensate gas reservoir with an oil [...] Read more.
The natural gas industry has developed rapidly in recent years, with gas storage playing an important role in regulating winter and summer gas consumption and ensuring energy security. The Ke7010 sand body is a typical edge water condensate gas reservoir with an oil ring, and the construction of gas storage has been started. In order to clarify the feasibility of synergistic storage building for gas injection and production, the fluid characteristics during the synergistic reservoir building process were investigated through several rounds of drive-by experiments. The results show that the oil-phase flow capacity is improved by increasing the number of oil–water interdrives, and the injection and recovery capacity is improved by increasing the number of oil–gas interdrives; the reservoir capacities of the high-permeability and low-permeability rock samples increase by about 4.84% and 7.26%, respectively, after multiple rounds of driving. Meanwhile, a numerical model of the study area was established to simulate the synergistic storage construction scheme of gas injection and extraction, and the reservoir capacity was increased by 7.02% at the end of the simulation period, which was in line with the experimental results. This study may provide a reference for gas storage construction in the study area. Full article
(This article belongs to the Special Issue Numerical Simulation of Oil and Gas Storage and Transportation)
17 pages, 443 KiB  
Article
Toxic Metals Migration from Plastic Food Contact Materials in Romania: A Health Risk Assessment
by Gabriel Mustatea, Andreea L. Mocanu, Corina A. Stroe and Elena L. Ungureanu
Appl. Sci. 2024, 14(23), 10985; https://doi.org/10.3390/app142310985 (registering DOI) - 26 Nov 2024
Abstract
Food packaging plays an essential role in preserving food quality. However, heavy metals found in packaging materials—whether intentionally incorporated or not—can migrate into food. This study aims to evaluate the migration of specific heavy metals (Ba, Co, Cu, Zn, Al, Ni, Li, Fe, [...] Read more.
Food packaging plays an essential role in preserving food quality. However, heavy metals found in packaging materials—whether intentionally incorporated or not—can migrate into food. This study aims to evaluate the migration of specific heavy metals (Ba, Co, Cu, Zn, Al, Ni, Li, Fe, Pb, Cd, Cr, Sb) from plastic food packages (films and bags) obtained from various materials (PE, PP, PVC, composite materials) into food simulant B (3% acetic acid) using inductively coupled plasma mass spectrometry (ICP-MS). Migration tests was conducted according to EU regulations, using OM2 conditions (10 days at 40 °C). The obtained results were lower than the specific migration limits set by EU Regulation no. 10/2011 (Annex II). Both carcinogenic and non-carcinogenic risk assessments were carried out based on the specific migration data, estimating the exposure, average daily dose (ADD), hazard quotient (HQ), hazard index (HI), cancer risk (CR), and total cancer risk (TCR). The exposure values were found to be below the recommended tolerable daily intake (TDI) levels for each metal tested. Both HQ and HI values were under the limit value of 1. The average total cancer risk was 1.73 × 10−4, indicating that approximately 1.73 consumers out of 10,000 may develop a type of cancer due to chronic exposure to the tested metals. These results highlight the importance of continuous monitoring of chemical migrants from food contact materials. Full article
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<p>The percentage contributions of hazard quotient of tested elements to the hazard index.</p>
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19 pages, 1630 KiB  
Article
Detection Capability Analysis of Field of View-Gated Optical Imaging System for All-Time Star Sensor
by Liang Fang, Hui Zhang, Xin Cheng, Zhenjie Fan, Zhiyuan Liao, Qiang Zhang and Rujin Zhao
Photonics 2024, 11(12), 1118; https://doi.org/10.3390/photonics11121118 (registering DOI) - 26 Nov 2024
Abstract
The field of view (FOV)-gated optical imaging system can relieve the contradiction between a wide FOV and the effective suppression of sky background radiation, making it particularly suitable for all-time star sensors. The detection capability of this novel optical imaging system during daytime [...] Read more.
The field of view (FOV)-gated optical imaging system can relieve the contradiction between a wide FOV and the effective suppression of sky background radiation, making it particularly suitable for all-time star sensors. The detection capability of this novel optical imaging system during daytime differs significantly from that of traditional optical systems. This paper presents the principle of suppressing sky background radiation through FOV-gated imaging. Subsequently, the detection capabilities, including detectable limiting stellar magnitude and the probability of detecting at least three stars, are analyzed for applications on airborne platforms operating at altitudes of no less than 3km. Based on the analysis results, an FOV-gated imaging system operating in the shortwave infrared wavelength band was designed. Additionally, stray light analysis software, ASAP, was employed to simulate the illumination of stellar signals and sky background radiation on the detector. The evaluation of the detection capability of the designed FOV-gated optical system, based on simulation data, aligns with the theoretical analysis value. It demonstrates the system’s ability to detect multiple stars with a high probability during the daytime, thereby providing a theoretical foundation for the practical application of the FOV-gated optical imaging system on airborne platforms. Full article
(This article belongs to the Section Lasers, Light Sources and Sensors)
22 pages, 19176 KiB  
Article
Natural Creation of Large Rock Cavern: Can We Construct Them? Jenolan Caves as a Case Study
by Keith Kong, Mojtaba Rajabi and Jurij Karlovsek
Appl. Sci. 2024, 14(23), 10983; https://doi.org/10.3390/app142310983 (registering DOI) - 26 Nov 2024
Abstract
The Jenolan Caves are the most spectacular limestone caves in Australia. Within this cave system, the Grand Arch, which is 24 m high, 55 m wide, and 127 m long, is the largest open cave in the country. A cave of this size [...] Read more.
The Jenolan Caves are the most spectacular limestone caves in Australia. Within this cave system, the Grand Arch, which is 24 m high, 55 m wide, and 127 m long, is the largest open cave in the country. A cave of this size could potentially accommodate small city streets, buildings, and other facilities. This paper examines a stability simulation of the Grand Arch, using numerical models to deduce foundational insights into rock openings under different geological and rock mass conditions. Following this, using numerical analysis, we investigate the creation of a man-made rock opening with the same span, height, and ground conditions of the Grand Arch but formed in two different arch shapes (i.e., with and without rock reinforcement as a stabilization measure). With all stability simulations conducted in this study, a clear explanation to describe the relationship and interaction between various parameters, such as rock mass structure and quality, rock mass strength, and in situ stress field, as well as different arch roofs shapes of the rock opening, is provided. Through its comparisons between natural rock cave and man-made rock openings, this study provides some findings and deep insight, as well as further questioning on creating a large size rock-reinforced cavern in different shapes to be opened in a range of rock conditions. Full article
(This article belongs to the Special Issue Rock Mechanics in Geotechnical and Tunnel Engineering)
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<p>Geological map and cross-section near the Grand Arch (after [<a href="#B40-applsci-14-10983" class="html-bibr">40</a>]).</p>
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<p>Topography setting and general view of the Grand Arch. (<b>a</b>) Topographic map of the Grand Arch, Jenolan Caves [<a href="#B48-applsci-14-10983" class="html-bibr">48</a>]. (<b>b</b>) A general view of the Grand Arch’s entrance.</p>
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<p>General numerical model setup of the Grand Arch stability simulation. (Note: The shape of the opening is outlined in black. The included joints in the model are shown by orange lines, and the green line is the material boundary between soil and rock).</p>
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<p>In situ stress pattern of the study area (after [<a href="#B53-applsci-14-10983" class="html-bibr">53</a>]).</p>
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<p>Schematic illustration of Roof Sag Ratio (RSR) and Wall Convergence Ratio (WCR) as criteria for the evaluation of rock-opening stability.</p>
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<p>Modeled deformation of the Grand Arch. (<b>a</b>) Model M1—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>b</b>) Model M2—UCS of rock = 50 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>c</b>) Model M3—UCS of rock = 35 MPa; joint spacing = 2 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>d</b>) Model M4—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 1.76. (<b>e</b>) Model M5—UCS of rock = 35 MPa; joint spacing = 3 m; 3 joint sets; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>f</b>) Model M6—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 26°; in situ stress ratio (k) = 2.76. Note for colours: Red is a maximum deformation, and Blue is a minimum deformation in media.</p>
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<p>Modeled deformation of the Grand Arch. (<b>a</b>) Model M1—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>b</b>) Model M2—UCS of rock = 50 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>c</b>) Model M3—UCS of rock = 35 MPa; joint spacing = 2 m; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>d</b>) Model M4—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 28°; in situ stress ratio (k) = 1.76. (<b>e</b>) Model M5—UCS of rock = 35 MPa; joint spacing = 3 m; 3 joint sets; joint friction angle = 28°; in situ stress ratio (k) = 2.76. (<b>f</b>) Model M6—UCS of rock = 35 MPa; joint spacing = 3 m; joint friction angle = 26°; in situ stress ratio (k) = 2.76. Note for colours: Red is a maximum deformation, and Blue is a minimum deformation in media.</p>
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<p>Strength Factor plot of numerical modeling for the Grand Arch stability simulation: (<b>a</b>) Model M1—Strength Factor plot result; and (<b>b</b>) Model M3—Strength Factor plot result.</p>
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<p>Results of deformation assessment of opening: (<b>a</b>) Model M1—naturally unsupported; and (<b>b</b>) Model M7—supported by pattern rockbolts. Note for colours: Red is a maximum deformation, and Blue is the minimum deformation in media.</p>
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<p>A man-made rock cavern to be formed to be the same size (span and height) as the Grand Arch. (Note: Green line is the shape of man-made rock cavern, and black line is the shape of Grand Arch).</p>
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<p>Modeled deformation results of the man-made rock caverns. (<b>a</b>) Model MM-1: UCS of rock = 35 MPa; joint spacing = 2 m; unsupported; roof arch’s rise-to-span ratio = 0.2; in situ stress ratio (k) = 2.76. (<b>b</b>) Model MM-2: UCS of rock = 35 MPa; joint spacing = 2 m; unsupported; roof arch’s rise-to-span ratio = 0.3; in situ stress ratio (k) = 2.76. (<b>c</b>) Model MM-3: UCS of Rock = 35 MPa; joint spacing = 2 m; bolted pattern; roof arch’s rise-to-span ratio = 0.2; in situ stress ratio (k) = 2.76. (<b>d</b>) Model MM-4: UCS of rock = 35 MPa; joint spacing = 2 m; bolted pattern; roof arch’s rise-to-span ratio = 0.3; in situ stress ratio (k) = 2.76. Note for colours: Red is a maximum deformation, and Blue is the minimum deformation in media.</p>
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<p>Modeled deformation results of the man-made rock caverns. (<b>a</b>) Model MM-1: UCS of rock = 35 MPa; joint spacing = 2 m; unsupported; roof arch’s rise-to-span ratio = 0.2; in situ stress ratio (k) = 2.76. (<b>b</b>) Model MM-2: UCS of rock = 35 MPa; joint spacing = 2 m; unsupported; roof arch’s rise-to-span ratio = 0.3; in situ stress ratio (k) = 2.76. (<b>c</b>) Model MM-3: UCS of Rock = 35 MPa; joint spacing = 2 m; bolted pattern; roof arch’s rise-to-span ratio = 0.2; in situ stress ratio (k) = 2.76. (<b>d</b>) Model MM-4: UCS of rock = 35 MPa; joint spacing = 2 m; bolted pattern; roof arch’s rise-to-span ratio = 0.3; in situ stress ratio (k) = 2.76. Note for colours: Red is a maximum deformation, and Blue is the minimum deformation in media.</p>
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<p>Illustration of beam support and configurations: (<b>a</b>) arching effect in a fixed-end supported beam due to loads and (<b>b</b>) simple fixed parabolic arch beam and equation.</p>
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<p>Stress fields obtained from numerical models for the Grand Arch and man-made rock caverns. (<b>a</b>) “Sigma 3 at mid-span roof vs. depth” comparison between Models M1 and M4. (<b>b</b>) “Sigma 1 at roof hinge point vs. depth” comparison between Models M1 and M4. (<b>c</b>) “Sigma 3 at crown vs. depth” comparison between Models MM-1 and MM-2. (<b>d</b>) “Sigma 1 at shoulder vs. depth” comparison between Models MM1 and MM-2.</p>
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<p>Stress fields obtained from numerical models for the Grand Arch and man-made rock caverns. (<b>a</b>) “Sigma 3 at mid-span roof vs. depth” comparison between Models M1 and M4. (<b>b</b>) “Sigma 1 at roof hinge point vs. depth” comparison between Models M1 and M4. (<b>c</b>) “Sigma 3 at crown vs. depth” comparison between Models MM-1 and MM-2. (<b>d</b>) “Sigma 1 at shoulder vs. depth” comparison between Models MM1 and MM-2.</p>
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36 pages, 14073 KiB  
Article
Exploration of Bioactive Umami Peptides from Wheat Gluten: Umami Mechanism, Antioxidant Activity, and Potential Disease Target Sites
by Haowen Chen, Huiyan Zhao, Cuiling Li, Chunxia Zhou, Jianxu Chen, Wenjie Xu, Guili Jiang, Jingjing Guan, Zhuorong Du and Donghui Luo
Foods 2024, 13(23), 3805; https://doi.org/10.3390/foods13233805 (registering DOI) - 26 Nov 2024
Abstract
Umami peptides have the ability to enhance food flavours and have potential health benefits. The objective of this study was to conduct a comprehensive investigation into the umami intensity, taste mechanism, and antioxidant activity of six umami peptides derived from wheat gluten hydrolysates [...] Read more.
Umami peptides have the ability to enhance food flavours and have potential health benefits. The objective of this study was to conduct a comprehensive investigation into the umami intensity, taste mechanism, and antioxidant activity of six umami peptides derived from wheat gluten hydrolysates (WGHs) and fermented WGHs. The e-tongue analysis demonstrated that the peptides exhibited a direct proportionality in terms of umami value and concentration, and were capable of enhancing the umami of commercially available condiments. The molecular dynamics simulations demonstrated that the peptides interacted with T1R1/T1R3 receptors via hydrogen bonds, hydrophobic interactions, ionic interactions, and water bridges, thereby producing umami. Furthermore, the DPPH, ABTS, hydroxyl radical-scavenging, and FRAP assays demonstrated that the six peptides exhibited antioxidant activity in vitro. Ultimately, the network pharmacology and molecular docking results indicated that AKT1, JUN, and CASP3 may serve as the core targets for the peptides in the treatment of oxidative diseases. In conclusion, this work offers novel insights into the use of bioactive umami peptides, emphasising their prospective applications in the food and health supplement industries. Full article
(This article belongs to the Section Nutraceuticals, Functional Foods, and Novel Foods)
16 pages, 3887 KiB  
Article
Enhancing Effective Scanning Techniques for Digital Impression in Neonates with Cleft Lip and/or Palate: A Laboratory Study Investigating the Impact of Different Scanners, Scanning Tip Sizes, and Strategies
by Jyotsna Unnikrishnan, Mahmoud Bakr, Robert Love and Ghassan Idris
Children 2024, 11(12), 1435; https://doi.org/10.3390/children11121435 (registering DOI) - 26 Nov 2024
Abstract
Background/Objectives: Digital impressions are increasingly used to manage Cleft lip and/or palate (CL/P), potentially offering advantages over traditional methods. This laboratory investigation sought to evaluate the impact of scanning tip sizes, different scanners, and scanning strategies on intraoral scanning in neonates with CL/P. [...] Read more.
Background/Objectives: Digital impressions are increasingly used to manage Cleft lip and/or palate (CL/P), potentially offering advantages over traditional methods. This laboratory investigation sought to evaluate the impact of scanning tip sizes, different scanners, and scanning strategies on intraoral scanning in neonates with CL/P. Methods: Ten soft acrylic models were used to simulate the oral anatomy of neonates with CL/P, evaluating parameters such as the ability of different scanning tips to capture alveolar cleft depth, scanning time, number of scan stops, and scan quality. The study utilised various scanning tips, including the Carestream normal tip, Carestream side tip, and Trios 4 scanner tip to assess the alveolar cleft depth measurements. The Trios 4, Carestream, and iTero scanners were evaluated for the time taken, number of scan stops during cleft-unobstructed scanning and cleft-obstructed scanning. The quality of all scanned images was analysed. Results: The findings showed comparable accuracy in capturing alveolar cleft depth with the three-scanning tip (p > 0.05). Scanning time and the number of scan stops did not significantly differ across the three scanners and various scanning strategies employed (p > 0.05). However, scanning with the cleft obstructed required less time and resulted in fewer scan stops compared to cleft -unobstructed scanning. Despite these results, all scanners failed to record the deepest part of the alveolar cleft, highlighting a limitation in current scanning technology for neonates with CL/P. Conclusions: The study recommends enhancing intraoral scanning in this population by adjusting tip size, improving clinician training, optimizing protocols, and conducting further research to improve techniques. Full article
(This article belongs to the Section Pediatric Dentistry & Oral Medicine)
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<p>Soft Acrylic models of CL/Ps of varying severity and types: (<b>a</b>,<b>b</b>) bilateral complete cleft lip and palate; (<b>c</b>,<b>d</b>) unilateral complete cleft lip and palate; (<b>e</b>) cleft palate only; and (<b>f</b>) cleft of the alveolar ridge. (Produced at the Queensland Children’s Hospital, Children’s Oral Health Service, Metro North Hospital and Health Service).</p>
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<p>Representative scans of CL/+P models with (<b>a</b>) reference standard, (<b>b</b>) Trios4, (<b>c</b>) Carestream normal tip and (<b>d</b>) Carestream side tip. Superimposition analysis of (<b>e</b>) Trios 4 scans, (<b>f</b>) Carestream regular tip scans, (<b>g</b>) Carestream side tip scans. Cross-sectioning of superimposed image at the inter-canine line (<b>h</b>,<b>i</b>,<b>j</b>). Representative measurement of depth of the alveolar cleft (<b>i</b>) Trios 4, (<b>j</b>) Carestream regular tip, (<b>k</b>,<b>l</b>,<b>m</b>) Carestream side tip.</p>
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<p>(<b>a</b>): First scanning strategy (FSS), (<b>b</b>): Second scanning strategy (SSS), (<b>c</b>): Third scanning strategy (TSS).</p>
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<p>Line diagram showing the measurements across the group.</p>
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<p>Box plot showing alveolar depth measurement with different scanning tips.</p>
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<p>Scanning time and stops across models and strategies for cleft -unobstructed scanning.</p>
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<p>Means of scanning time(min) and mean stop points by scanners for cleft obstructed scanning.</p>
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<p>Scanning time and stops across models and strategies for cleft -unobstructed (<b>a</b>) and cleft-obstructed (<b>b</b>) scanning with three scanners.</p>
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22 pages, 10580 KiB  
Article
Seismic Behavior Improvement of Rigid Steel Frame Braced with Cable and Optimal Rotational Friction Damper
by Pouya Azarsa, Saleh Abdul Amir Mohammad, Abdullah I. Almansour and Dejian Shen
Buildings 2024, 14(12), 3771; https://doi.org/10.3390/buildings14123771 (registering DOI) - 26 Nov 2024
Abstract
The research focused on enhancing the seismic performance of steel moment frames using cable braces and a central friction damper. By optimizing the design and pretensioning force of the cable braces, this study aimed to improve the energy absorption and overall behavior of [...] Read more.
The research focused on enhancing the seismic performance of steel moment frames using cable braces and a central friction damper. By optimizing the design and pretensioning force of the cable braces, this study aimed to improve the energy absorption and overall behavior of the frames under cyclic earthquake loads. A quasi-cyclic loading test was developed through FE simulations using ABAQUS software, version 2023. To verify the modeling, an experimental test was compared with the numerical modeling, and the numerical results confirmed the accuracy of the experimental data. Results made by modeling in ABAQUS software (version 2023) include the impact of pretensioning force on stiffness and energy absorption, the relationship between pretensioning force and force required to move the target, the increase in absorbed energy with pretension force up to 25%, and the superior seismic performance of frames with rotational friction dampers. This study also highlighted the benefits of using cable braces with a friction damper regarding the symmetry of hysteresis diagrams, cyclic performance, and energy absorption capacity. The amount of pretensioning of the cables affects the energy dissipation capacity. As the pretensioning of the cables increases, the energy dissipation capacity initially increases. However, further increases in pretensioning lead to decreased energy dissipation capacity beyond a certain point. When the percentage of cable brace pretension increases from 2% to 25%, the energy dissipation capacity is enhanced by 2%, and when in the 25–30% range, it stabilizes at around 35%. Energy dissipation capacity decreases for pretensions of more than 30%. Full article
(This article belongs to the Section Building Structures)
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<p>Schematic Detailing of RFD Components (<b>a</b>) isolated parts, (<b>b</b>) assembled device.</p>
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<p>Dual rotational friction damping system: (<b>a</b>) comprising parts, (<b>b</b>) front view, (<b>c</b>) 3D view.</p>
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<p>Experimental test setup: (<b>a</b>) Pinned support, (<b>b</b>) hydraulic jack, (<b>c</b>) rotational friction damper, (<b>d</b>) total frame.</p>
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<p>Validation of model based on experimental setup results.</p>
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<p>Flow chart of research objective.</p>
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<p>Schematic representation of the structural models: (<b>a</b>) Model 1, (<b>b</b>) Model 2, (<b>c</b>) Model 3, (<b>d</b>) Model 4.</p>
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<p>Steel moment frame equipped with RFD.</p>
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<p>The meshing of the mode.</p>
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<p>Loading protocol.</p>
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<p>Frame after lateral displacement.</p>
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<p>Frame with cable brace and disc.</p>
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<p>Flowchart of the gray wolf algorithm.</p>
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<p>Hysteresis diagram: (<b>a</b>) unbraced rigid steel frame (Model 1), (<b>b</b>) rigid steel frame braced with cross cable (Model 2), (<b>c</b>) rigid steel frame braced with cable and central cylinder (Model 3), (<b>d</b>) rigid steel frame braced with cable and rotational friction damper (Model 4).</p>
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<p>Hysteresis comparison of models.</p>
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<p>The absorbed energy of models with various pretensions: (<b>a</b>) cumulative absorbed energy, (<b>b</b>) up to 10%, (<b>c</b>) 10% and 20%, (<b>d</b>) between 20% and 30%, (<b>e</b>) more than 30% pretension.</p>
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<p>Comparison of hysteresis curves for models in left and right cables with various pretension: (<b>a</b>) 10% initial pretension, (<b>b</b>) 20% initial pretension, (<b>c</b>) 30% initial pretension.</p>
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<p>Force curve in moving the target with certain percentages of pretension.</p>
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<p>Cumulative energy absorption for different percentages of pretension.</p>
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<p>The curve of the percentage of absorbed energy for different percentages of pretension.</p>
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<p>Verification of the proposed equation.</p>
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30 pages, 4295 KiB  
Article
A Fast Adaptive AUV Control Policy Based on Progressive Networks with Context Information
by Chunhui Xu, Tian Fang, Desheng Xu, Shilin Yang, Qifeng Zhang and Shuo Li
J. Mar. Sci. Eng. 2024, 12(12), 2159; https://doi.org/10.3390/jmse12122159 (registering DOI) - 26 Nov 2024
Abstract
Deep reinforcement learning models have the advantage of being able to control nonlinear systems in an end-to-end manner. However, reinforcement learning controllers trained in simulation environments often perform poorly with real robots and are unable to cope with situations where the dynamics of [...] Read more.
Deep reinforcement learning models have the advantage of being able to control nonlinear systems in an end-to-end manner. However, reinforcement learning controllers trained in simulation environments often perform poorly with real robots and are unable to cope with situations where the dynamics of the controlled object change. In this paper, we propose a DRL control algorithm that combines progressive networks and context as a depth tracking controller for AUVs. Firstly, an embedding network that maps interaction history sequence data onto latent variables is connected to the input of the policy network, and the context generated by the network gives the DRL agent the ability to adapt to the environment online. Then, the model can be rapidly adapted to a new dynamic environment, which was represented by the presence of generalized force disturbances and changes in the mass of the AUV, through a two-stage training mechanism based on progressive neural networks. The results showed that the proposed algorithm was able to improve the robustness of the controller to environmental disturbances and achieve fast adaptation when there were differences in the dynamics. Full article
(This article belongs to the Special Issue Advancements in New Concepts of Underwater Robotics)
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<p>Diagram of the Earth-fixed coordinate system and Body-fixed coordinate system of AUV.</p>
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<p>Diagram of AUV target tracking motion pattern.</p>
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<p>Markov decision process.</p>
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<p>The structure of the policy network, which consists of an embedding network and backbone network.</p>
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<p>The curve of the generalized force over time in an episode. The curve varies continuously between the two time nodes and is discontinuous at the two time nodes.</p>
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<p>The relationship between the training environment sampling range and the working environment range. Where (<b>a</b>) was sampled from a uniform distribution, (<b>b</b>) was sampled from a normal distribution, (<b>c</b>) was sampled from a uniform distribution of different ranges, and R1 &lt; R2 &lt; R3, (<b>d</b>) is the proposed method.</p>
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<p>Progressive network training mechanism. The parameters are fixed in the left column after training, the right column receives output from the left column network layer through lateral connections.</p>
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<p>Response curves of FARPPO and PPO-Clip in a target tracking task. (<b>a</b>) Step response in Z-axis. (<b>b</b>) Step response in Y-axis. The disturbing forces in the test environment, from top to bottom, are constant (40 N), step (30 N, at Time = 50 s), and sinusoidal (period of 6 s and amplitude of 30 N).</p>
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<p>Reward curves of each algorithm in different working environments. FARPPO used the training mechanism proposed in this study, <span class="html-italic">Two-stage</span> continued to optimize in the working environment after pre-training, and <math display="inline"><semantics> <mrow> <mi>Z</mi> <mi>e</mi> <mi>r</mi> <mi>o</mi> </mrow> </semantics></math> was initialized and trained directly in the working environment. (<b>a</b>) for the environment with 25% mass reduction, (<b>b</b>) for the environment with 10% mass reduction, (<b>c</b>) for the environment with 10% mass increase, and (<b>d</b>) for the environment with 25% mass increase.</p>
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<p>Comprehensive experiment on adaptability and robustness. Model A was trained on a smaller sampling range and transferred to another dynamic range, model B was trained on a larger sampling range but not transferred.</p>
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<p>Experimental platform propeller arrangement 1.</p>
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<p>Experimental platform propeller arrangement 2.</p>
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<p>System hardware connection diagram (after modification).</p>
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<p>System hardware connection diagram (before modification).</p>
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<p>Schematic diagram of the experimental process.</p>
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<p>Depth response curve of proposed method.</p>
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<p>Depth response curve of PPO.</p>
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<p>Depth response curve of PID.</p>
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<p>Reward change curves in real training environments.</p>
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<p>Reward change curves in real training environments.</p>
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<p>Reward change curves in real training environments.</p>
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<p>Detection results of camera scene. (<b>left</b> from YOLOv8, <b>right</b> from YOLOv10).</p>
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<p>Position error curve for surge (<b>left</b> is YOLOv8 as input, <b>right</b> is YOLOv10 as input).</p>
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<p>Position error curve for sway (<b>left</b> is YOLOv8 as input, <b>right</b> is YOLOv10 as input).</p>
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<p>Position error curve for heave (<b>left</b> is YOLOv8 as input, <b>right</b> is YOLOv10 as input).</p>
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25 pages, 4783 KiB  
Article
Assessing CO2 Reduction Effects Through Decarbonization Scenarios in the Residential and Transportation Sectors: Challenges and Solutions for Japan’s Hilly and Mountainous Areas
by Xiyue Hao, Chuyue Yan and Daisuke Narumi
Sustainability 2024, 16(23), 10342; https://doi.org/10.3390/su162310342 (registering DOI) - 26 Nov 2024
Abstract
Depopulation, aging, and regional decline are becoming increasingly serious issues in Japan’s hilly and mountainous areas. Focusing on mitigating environmental damage and envisioning a sustainable future for these regions, this study examines the potential for reducing CO2 emissions in the residential and [...] Read more.
Depopulation, aging, and regional decline are becoming increasingly serious issues in Japan’s hilly and mountainous areas. Focusing on mitigating environmental damage and envisioning a sustainable future for these regions, this study examines the potential for reducing CO2 emissions in the residential and transportation sectors by 2050. Bottom-up simulations were used to estimate CO2 emissions. Subsequently, six decarbonization scenarios were formulated, considering various measures from the perspectives of population distribution and technological progress. Based on these scenarios, this study analyzes changes in future population, energy consumption, and CO2 emissions by 2050. The results of this study show the following. (1) Depopulation and aging problems in these regions are expected to become more severe in the future. It is necessary to take action to promote sustainable regional development. (2) Pursuing decarbonization has a positive impact on enhancing regional sustainability; however, maintaining the intensity of measures at the current level could lead to a reduction of only 40% in CO2 emissions per capita by 2050 compared with 2020. (3) Scenarios that strengthen decarbonization measures could achieve a reduction of over 95% by 2050, indicating that carbon neutrality is attainable. However, this will require implementing measures at a higher intensity, especially in the transportation sector. Full article
(This article belongs to the Section Sustainable Urban and Rural Development)
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<p>Geographical location, administrative districts, and main roads of the study area.</p>
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<p>Research framework.</p>
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<p>Housing model energy consumption and CO<sub>2</sub> emissions calculation flowchart.</p>
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<p>Number of houses by building type.</p>
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<p>Comparison of 2020 CO<sub>2</sub> emissions simulation results and statistical data. (<b>a</b>) Residential sector: annual CO<sub>2</sub> emissions per household by the number of household members; (<b>b</b>) Transportation sector: annual CO<sub>2</sub> emissions per vehicle.</p>
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<p>Energy consumption and PV generation by scenario I–VI. (<b>I</b>) Scenario I; (<b>II</b>) Scenario II; (<b>III</b>) Scenario III; (<b>IV</b>) Scenario IV; (<b>V</b>) Scenario V; (<b>VI</b>) Scenario VI.</p>
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<p>Annual CO<sub>2</sub> emissions by Scenario I–VI. (<b>I</b>) Scenario I; (<b>II</b>) Scenario II; (<b>III</b>) Scenario III; (<b>IV</b>) Scenario IV; (<b>V</b>) Scenario V; (<b>VI</b>) Scenario VI.</p>
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<p>Annual CO<sub>2</sub> emissions per capita by Scenario I–VI. (<b>I</b>) Scenario I; (<b>II</b>) Scenario II; (<b>III</b>) Scenario III; (<b>IV</b>) Scenario IV; (<b>V</b>) Scenario V; (<b>VI</b>) Scenario VI.</p>
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<p>Total annual CO<sub>2</sub> emissions per capita by Scenario I–VI (2020–2050).</p>
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19 pages, 4898 KiB  
Article
Molecular Regulation of Photosynthetic Carbon Assimilation in Oat Leaves Under Drought Stress
by Yiqun Xu, Liling Jiang, Jia Gao, Wei Zhang, Meijun Zhang, Changlai Liu and Juqing Jia
Plants 2024, 13(23), 3317; https://doi.org/10.3390/plants13233317 (registering DOI) - 26 Nov 2024
Abstract
Common oat (Avena sativa L.) is one of the important minor grain crops in China, and drought stress severely affects its yield and quality. To investigate the drought resistance characteristics of oat seedlings, this study used Baiyan 2, an oat cultivar at [...] Read more.
Common oat (Avena sativa L.) is one of the important minor grain crops in China, and drought stress severely affects its yield and quality. To investigate the drought resistance characteristics of oat seedlings, this study used Baiyan 2, an oat cultivar at the three-leaf stage, as the experimental material. Drought stress was simulated using polyethylene glycol (PEG) to treat the seedlings. The photosynthetic parameters and physicochemical indices of the treatment groups at 6 h and 12 h were measured and compared with the control group at 0 h. The results showed that drought stress did not significantly change chlorophyll content, but it significantly reduced net photosynthetic rate and other photosynthetic parameters while significantly increasing proline content. Transcriptome analysis was conducted using seedlings from both the control and treatment groups, comparing the two treatment groups with the control group using Tbtool software (v2.136). This analysis identified 344 differentially expressed genes. Enrichment analysis of these differentially expressed genes revealed significant enrichment in physiological pathways such as photosynthesis and ion transport. Ten differentially expressed genes related to the physiological process of photosynthetic carbon assimilation were identified, all of which were downregulated. Additionally, seven differentially expressed genes were related to ion transport. Through gene co-expression analysis combined with promoter region structure analysis, 11 transcription factors (from MYB, AP2/ERF, C2C2-dof) were found to regulate the expression of 10 genes related to photosynthetic carbon assimilation. Additionally, five transcription factors regulate the expression of two malate transporter protein-related genes (from LOB, zf-HD, C2C2-Dof, etc.), five transcription factors regulate the expression of two metal ion transporter protein-related genes (from MYB, zf-HD, C2C2-Dof), five transcription factors regulate the expression of two chloride channel protein-related genes (from MYB, bZIP, AP2/ERF), and two transcription factors regulate the expression of one Annexin-related gene (from NAC, MYB). This study provides a theoretical foundation for further research on the molecular regulation of guard cells and offers a molecular basis for enhancing drought resistance in oats. Full article
(This article belongs to the Section Plant Response to Abiotic Stress and Climate Change)
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<p>The inhibitory effects of different concentrations of PEG-6000 on the root and plant height of oats. (<b>A</b>) The germination status of oat seeds after being treated with PEG-6000 for 9 d. (<b>B</b>) Plant height of oat seedlings after treatment with four concentrations of PEG. (<b>C</b>) Root length of oat seedlings after treatment with four concentrations of PEG. Asterisks indicate statistical significance between the 0% treatment group and the 10%, 20%, and 30% treatment groups (****, <span class="html-italic">p</span> &lt; 0.0001).</p>
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<p>Chlorophyll and proline content in oat leaves after drought treatment 0 h, 6 h and 12 h. (<b>A</b>) Chlorophyll content of oat leaves. (<b>B</b>) Proline content of oat leaves. Asterisks indicate statistical significance between the 0 h treatment group and the 6 h and 12 h treatment groups (ns, <span class="html-italic">p</span> &gt; 0.05; ****, <span class="html-italic">p</span> &lt; 0.0001).</p>
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<p>Photosynthetic parameters of oat leaves after drought treatment 0 h,6 h and 12 h. (<b>A</b>) Net photosynthetic rate, (<b>B</b>) stomatal conductance, (<b>C</b>) transpiration rate, (<b>D</b>) intracellular carbon dioxide concentration. Asterisks indicate statistical significance between the 6 h and 12 h treatment groups (***, <span class="html-italic">p</span> &lt; 0.001; ****, <span class="html-italic">p</span> &lt; 0.0001).</p>
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<p>The Pearson correlation of gene expression levels in 12 oat leaf samples, with baiyan2_0_1, baiyan2_0_2, and baiyan2_0_3 representing the 0 h sampling group after drought treatment. baiyan2_6_1, baiyan2_6_2, and baiyan2_6_3 were the 6 h sampling group after drought treatment, and baiyan2_12_1, baiyan2_12_2, and baiyan2_12_3 were the 12 h sampling group after drought treatment.</p>
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<p>Venn diagram showing the overlap of differentially expressed genes among the three different groups. baiyan2_6vsbaiyan2_0 represents the differentially expressed genes in oat seedlings under drought stress at 6 h compared to 0 h. baiyan2_12vsbaiyan2_0 represents the differentially expressed genes in oat seedlings under drought stress at 6 h compared to 0 h. baiyan2_12vsbaiyan2_6 represents the differentially expressed genes in oat seedlings under drought stress at 6 h compared to 0 h.</p>
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<p>The expression patterns and clustering heatmap of the 344 DEGs. (<b>A</b>) Group of expression patterns. (<b>B</b>) Heatmap of the 344 DEGs. (<b>C</b>) Number of genes in each group. (<b>D</b>) Gene expression pattern of the sample. The Z-score represents the relative expression level of a gene, which is a normalized value; red indicates high expression, while blue indicates low expression.</p>
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<p>Gene ontology (GO) enrichment of differentially expressed genes (DEGs). (<b>A</b>) GO enrichment of upregulated genes in oat seedlings treated with PEG-6000 for 6 h (middle group), (<b>B</b>) GO enrichment of upregulated genes in oat seedlings treated with PEG-6000 for 12 h (up group), (<b>C</b>) GO enrichment of all DEGs (344 DEGs), (<b>D</b>) GO enrichment of upregulated genes in oat seedlings treated with PEG-6000 for 0 h (down group). The legend colors represents the −log10 (<span class="html-italic">p</span>-value) of the enrichment test; the size of the circle represents the number of genes.</p>
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<p>KEGG enrichment of differentially expressed genes. (<b>A</b>) KEGG enrichment of 344 DEGs, (<b>B</b>) KEGG enrichment of 242 downregulated genes (down group genes), (<b>C</b>) KEGG enrichment of 73 upregulated genes (up group genes). The legend colors represents the −log10 (<span class="html-italic">p</span>-value) of the enrichment test.</p>
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<p>Chord diagram of differentially expressed genes associated with photosynthetic carbon fixation and ion transport and their corresponding GO terms. (<b>A</b>) Chord diagram of key genes in photosynthetic carbon fixation and their corresponding GO terms, (<b>B</b>) chord diagram of key genes in ion transport and their corresponding GO terms. Gene expression levels are represented by logFC, with logFC values of −1 for downregulated genes and 1 for upregulated genes.</p>
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<p>Correlation analysis between 17 key genes and 53 transcription factors. The numerical values in the small cells represent the correlation coefficients, and the colors represent the <span class="html-italic">p</span>-values of the correlation coefficient tests (*, <span class="html-italic">p</span> &lt; 0.05; **, <span class="html-italic">p</span> &lt; 0.01; ***, <span class="html-italic">p</span> &lt; 0.001).</p>
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<p>Transcription factor and gene regulatory network: the relationship between transcription factors and genes is based on gene co-expression analysis and transcription factor binding analysis in gene promoter regions. (<b>A</b>) Network diagram of key genes involved in photosynthetic carbon assimilation. (<b>B</b>) Network diagram of key genes in ion transport.</p>
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17 pages, 18738 KiB  
Article
Three-Axis Vibration Isolation of a Full-Scale Magnetorheological Seat Suspension
by Young T. Choi, Norman M. Wereley and Gregory J. Hiemenz
Micromachines 2024, 15(12), 1417; https://doi.org/10.3390/mi15121417 (registering DOI) - 26 Nov 2024
Abstract
This study examines the three-axis vibration isolation capabilities of a full-scale magnetorheological (MR) seat suspension system utilizing experimental methods to assess performance under both single-axis and simultaneous three-axis input conditions. To achieve this, a semi-active MR seat damper was designed and manufactured to [...] Read more.
This study examines the three-axis vibration isolation capabilities of a full-scale magnetorheological (MR) seat suspension system utilizing experimental methods to assess performance under both single-axis and simultaneous three-axis input conditions. To achieve this, a semi-active MR seat damper was designed and manufactured to address excitations in all three axes. The damper effectiveness was tested experimentally for axial and lateral motions, focusing on dynamic stiffness and loss factor using an MTS machine. Prior to creating the full-scale MR seat suspension, a scaled-down version at one-third size was developed to verify the damper’s ability to effectively reduce vibrations in response to practical excitation levels. Additionally, a narrow-band frequency-shaped semi-active control (NFSSC) algorithm was developed to optimize vibration suppression. Ultimately, a full-scale MR seat suspension was assembled and tested with a 50th percentile male dummy, and comprehensive three-axis vibration isolation tests were conducted on a hydraulic multi-axis simulation table (MAST) for both individual inputs over a frequency range up to 200 Hz and for simultaneous multi-directional inputs. The experimental results demonstrated the effectiveness of the full-scale MR seat suspension in reducing seat vibrations. Full article
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<p>The multi-axis magnetorheological (MR) seat damper can be applied to either ground or air vehicle seat suspensions. (<b>a</b>) Schematic diagram and (<b>b</b>) fabricated seat damper.</p>
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<p>Experimental setup used to measure the damping performance of the single MR seat damper on an MTS machine. (<b>a</b>) Axial direction and (<b>b</b>) lateral direction.</p>
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<p>Axial dynamic stiffness and loss angle of the multi-axis MR seat damper under ±1.0 mm excitation displacement. Note that the initial axial compression was 2 mm.</p>
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<p>Lateral dynamic stiffness and loss angle of the multi-axis MR seat damper under ±1.0 mm excitation displacement. Note that the initial axial compression was 2 mm.</p>
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<p>The single-degree-of-freedom (DOF) testing stand for the 1/3 scale MR seat suspension for the axial (i.e., vertical) direction: (<b>a</b>) test stand, (<b>b</b>) controller box.</p>
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<p>Desired control input shape of the narrow-band frequency-shaped semi-active control (NFSSC) algorithm in the frequency domain.</p>
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<p>Transmissibility of the 1/3rd scale MR seat suspension for the axial direction (excitation ±0.1 g).</p>
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<p>Test configuration of the full-scale MR seat suspension: (<b>a</b>) full-scale MR seat suspension, (<b>b</b>) MR seat damper configuration (top view).</p>
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<p>Three-axis transmissibility at the seat pan of the full-scale MR seat suspension using the NFSSC control algorithm for each directional excitation input (excitation level: ±0.1 g): (<b>a</b>) <span class="html-italic">x</span>-axis excitation input, (<b>b</b>) <span class="html-italic">y</span>-axis excitation input, (<b>c</b>) <span class="html-italic">z</span>-axis excitation input.</p>
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<p>RMS transmissibility of the full-scale MR seat suspension using the NFSSC algorithm fo excitation input in each direction: (<b>a</b>) for the relatively low-frequency range (3–20 Hz), (<b>b</b>) for the higher frequency range (20–200 Hz).</p>
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<p>Measured time profiles of representative transient inputs for seat suspensions in a military propeller aircraft [<a href="#B29-micromachines-15-01417" class="html-bibr">29</a>].</p>
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<p>Measured time responses at the seat pan of the full-scale MR seat suspension using the NFSSC algorithm for each directional representative excitation input (<b>a</b>) for <span class="html-italic">x</span>-axis excitation input, (<b>b</b>) for <span class="html-italic">y</span>-axis excitation input, and (<b>c</b>) for <span class="html-italic">z</span>-axis excitation input.</p>
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<p>RMS accelerations of the full-scale MR seat suspension under the NFSSC algorithm (<b>a</b>) for each directional excitation input and (<b>b</b>) for simultaneous three-axis excitation inputs.</p>
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<p>Overall RMS accelerations at the seatback of the full-scale MR seat suspension under the NFSSC algorithm (<b>a</b>) for each directional excitation input and (<b>b</b>) for simultaneous three-axis excitation inputs.</p>
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