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14 pages, 5811 KiB  
Article
Influence of Cold-Rolling Processes on the Dimensional Accuracy and Roughness of Small-Diameter Thick-Walled Seamless Tubes
by Xiuping Ding, Ran Li, Pengfei Jin, Weijie Wang, Cheng Zhang, Minyu Ma and Jinfeng Huang
Metals 2024, 14(11), 1297; https://doi.org/10.3390/met14111297 (registering DOI) - 16 Nov 2024
Abstract
Cold pilgering is widely utilized in high-end applications for the precise shaping of seamless tubes due to its capacity for large deformation, which reduces the number of deformation processes and shortens production cycles. However, there is a gap in the research on the [...] Read more.
Cold pilgering is widely utilized in high-end applications for the precise shaping of seamless tubes due to its capacity for large deformation, which reduces the number of deformation processes and shortens production cycles. However, there is a gap in the research on the cold pilgering of small-diameter, thick-walled seamless tubes, specifically those with an outer diameter–wall thickness ratio of ≤3. In this study, cold pilgering tests were performed on Cr-Mo-V hot-working die steel small-diameter thick-walled tubes. It was discovered that increasing the feed rate results in greater deviations in both inner diameter and wall thickness, although it has little effect on inner wall roughness. In contrast, increasing wall thickness reduction leads to higher wall thickness deviation but reduces inner surface roughness without significantly affecting inner diameter deviation. The study also found that a decrease in the initial inner wall roughness before pilgering results in improved final roughness. Under optimal conditions, the average inner surface roughness Sa can reach 0.177 μm, and small-diameter thick-walled seamless tubes with deviations in the inner diameter and wall thickness of 0.05 mm and 0.03 mm, respectively, are obtained. After tempering at 600 °C, the tensile strength (Rm) and yield strength (Rp0.2) of the cold-pilgered tube reach 1092 MPa and 947 MPa, respectively, and the elongation (δ5%) and impact energy (AkU) increase to 20.4% and 61.5 J, respectively. Full article
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<p>Picture of the LG40 pilger mill (Adapted from Ref [<a href="#B19-metals-14-01297" class="html-bibr">19</a>]).</p>
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<p>Schematic diagram of the angles and control points of the wall thickness on the cross-section.</p>
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<p>Schematic diagram of heat treatment processes for mother tubes and cold-pilgered tubes.</p>
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<p>Schematic diagram of tensile specimens.</p>
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<p>Effect of different feed rates (2, 3, and 4 mm/stroke) on the tubes<sub>WT</sub> deviation of the cold-pilgered tubes.</p>
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<p>Effect of feed rates (2, 3, and 4 mm/stroke) on the inner diameter deviation of the cold-pilgered tubes.</p>
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<p>Inner surface morphology of the cold-pilgered tubes with the feed rates of (<b>a</b>) 2 mm/stroke, (<b>b</b>) 3.5 mm/stroke, and (<b>c</b>) 4 mm/stroke, and (<b>d</b>) sample description.</p>
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<p>Effect of wall thickness reduction (2.5, 3.5, and 4 mm) on the wall thickness deviation of the cold-pilgered tubes.</p>
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<p>Effect of wall thickness reduction (2.5, 3.5, and 4 mm) on the tubes<sub>ID</sub> deviation of the cold-pilgered tubes.</p>
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<p>Inner surface morphology of the cold-pilgered tubes with the wall thickness reduction of (<b>a</b>) 2.0 mm, (<b>b</b>) 3.5 mm, and (<b>c</b>) 4.0 mm, and (<b>d</b>) at the worn region.</p>
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<p>Inner surface morphologies of the tubes with different initial inner surface roughness before and after rolling: (<b>a</b>,<b>c</b>,<b>e</b>) refer to the seamless tubes with the initial surface roughness (<span class="html-italic">S</span><sub>a</sub>) of 0.772 μm, 1.151 μm, and 1.483 μm, respectively, before rolling; (<b>b</b>,<b>d</b>,<b>f</b>) correspond to the morphology of the inner surface of the seamless tube after rolling, compared to (<b>a</b>,<b>c</b>,<b>e</b>), respectively.</p>
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<p>Room temperature mechanical properties of the cold-pilgered tubes with different tempering temperatures.</p>
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<p>Microstructures of the inner surfaces along the axial direction for (<b>a</b>) the tube before rolling, (<b>b</b>) the cold-pilgered tube, and (<b>c</b>) the tube after 600 °C tempering.</p>
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18 pages, 15455 KiB  
Article
The Effect of Bi on the Kinetics of Growths, Microstructure and Corrosion Resistance of Hot-Dip Galvanized Coatings
by Henryk Kania, Helena Otmačić Ćurković, Jan Kudláček, Angela Kapitanović, Joanna Nackiewicz, Daniel Černý and Grzegorz Konopkin
Materials 2024, 17(22), 5604; https://doi.org/10.3390/ma17225604 (registering DOI) - 16 Nov 2024
Viewed by 131
Abstract
This paper presents the results of studies on the growth kinetics, microstructure (SEM/EDS) and corrosion behavior of coatings obtained by hot-dip galvanizing process in baths containing Bi additive. The coatings for testing were produced on low-silicon steel in a Zn bath containing 0.04, [...] Read more.
This paper presents the results of studies on the growth kinetics, microstructure (SEM/EDS) and corrosion behavior of coatings obtained by hot-dip galvanizing process in baths containing Bi additive. The coatings for testing were produced on low-silicon steel in a Zn bath containing 0.04, 0.12 and 0.4 wt.% Bi. The corrosion resistance of the coatings was determined comparatively in standard Neutral Salt Spray Tests (NSST) (ISO 9227) and sulfur dioxide test (SDT) in a humid atmosphere (ISO 22479). Potentiodynamic tests and electrochemical impedance spectroscopy measurements were conducted. It was found that the addition of 0.04 and 0.12 wt.% Bi reduces the total thickness of the coatings and the thickness of intermetallic layers, while the content of 0.4 wt.% Bi in the bath increases the thickness of the layers forming the coating. Direct corrosion tests (NSST and SDT) and electrochemical tests showed that the addition of Bi to the zinc bath reduces the corrosion resistance of the coatings. The corrosion resistance of the coatings decreases with increasing Bi concentration in the zinc bath. In the microstructure of the coatings, it was found that Bi precipitates mainly on the surface of the coating, but also on the cross-section of the outer layer and ζ intermetallic layer. Bi precipitates, due to their cathodic nature, affect the reduction of the corrosion resistance of the coatings with the increase of their content in the bath. Full article
(This article belongs to the Section Corrosion)
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<p>Structure of coatings obtained in: (<b>a</b>) Zn, (<b>b</b>) Zn-0.04Bi, (<b>c</b>) Zn-0.12Bi and (<b>d</b>) Zn-0.4Bi. Temperature 450 °C, dipping time 6 min.</p>
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<p>Kinetics of growth of coating: (<b>a</b>) total thickness, (<b>b</b>) average thickness of δ<sub>1</sub> intermetallic layer, (<b>c</b>) average thickness of ζ intermetallic layer, (<b>d</b>) average thickness of outer layer—η.</p>
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<p>Microstructure (SEM) of coatings surface obained in: (<b>a</b>) Zn, (<b>b</b>) Zn-0.04Bi, (<b>c</b>) Zn-0.12Bi, (<b>d</b>) Zn-0.4Bi baths and (<b>e</b>) 0.25mm<sup>2</sup> area with EDS analysis.</p>
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<p>Microstructure (SEM) of coatings surface obained in: (<b>a</b>) Zn, (<b>b</b>) Zn-0.04Bi, (<b>c</b>) Zn-0.12Bi, (<b>d</b>) Zn-0.4Bi baths and (<b>e</b>) 0.25mm<sup>2</sup> area with EDS analysis.</p>
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<p>Microstructure (SEM) of outer layer of coating obtained in: (<b>a</b>) Zn, (<b>b</b>) Zn-0.04Bi, (<b>c</b>) Zn-0.12Bi and (<b>d</b>) Zn-0.4Bi baths.</p>
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<p>Microstructure (SEM) of diffusion layer of coating obtained in: (<b>a</b>) Zn, (<b>b</b>) Zn-0.05Bi, (<b>c</b>) Zn-0.1Bi and (<b>d</b>) Zn-0.3Bi baths.</p>
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<p>Results of corrosion resistance tests in NSST: (<b>a</b>) unit mass change of coatings during exposure in a salt spray chamber, (<b>b</b>) mass loss of coatings after completion of NSST, (<b>c</b>) appearance of coatings after completion of NSST and (<b>d</b>) structure of the cross-section of coatings after completion of NSST.</p>
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<p>Results of corrosion resistance tests in SDT: (<b>a</b>) unit mass change of coatings during exposure in the Koesternich chamber and (<b>b</b>) appearance of coatings after the corrosion test.</p>
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<p>Polarization curves of galvanized steel in 3.5% NaCl solution.</p>
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<p>EIS spectra for galvanized steel samples in 3.5% NaCl solution. Symbols present experimental and lines fitted data.</p>
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<p>Selected equivalent electrical circuit for analysis of EIS spectra.</p>
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17 pages, 3450 KiB  
Article
Coal and Gangue Detection Networks with Compact and High-Performance Design
by Xiangyu Cao, Huajie Liu, Yang Liu, Junheng Li and Ke Xu
Sensors 2024, 24(22), 7318; https://doi.org/10.3390/s24227318 (registering DOI) - 16 Nov 2024
Viewed by 125
Abstract
The efficient separation of coal and gangue remains a critical challenge in modern coal mining, directly impacting energy efficiency, environmental protection, and sustainable development. Current machine vision-based sorting methods face significant challenges in dense scenes, where label rewriting problems severely affect model performance, [...] Read more.
The efficient separation of coal and gangue remains a critical challenge in modern coal mining, directly impacting energy efficiency, environmental protection, and sustainable development. Current machine vision-based sorting methods face significant challenges in dense scenes, where label rewriting problems severely affect model performance, particularly when coal and gangue are closely distributed in conveyor belt images. This paper introduces CGDet (Coal and Gangue Detection), a novel compact convolutional neural network that addresses these challenges through two key innovations. First, we proposed an Object Distribution Density Measurement (ODDM) method to quantitatively analyze the distribution density of coal and gangue, enabling optimal selection of input and feature map resolutions to mitigate label rewriting issues. Second, we developed a Relative Resolution Object Scale Measurement (RROSM) method to assess object scales, guiding the design of a streamlined feature fusion structure that eliminates redundant components while maintaining detection accuracy. Experimental results demonstrate the effectiveness of our approach; CGDet achieved superior performance with AP50 and AR50 scores of 96.7% and 99.2% respectively, while reducing model parameters by 46.76%, computational cost by 47.94%, and inference time by 31.50% compared to traditional models. These improvements make CGDet particularly suitable for real-time coal and gangue sorting in underground mining environments, where computational resources are limited but high accuracy is essential. Our work provides a new perspective on designing compact yet high-performance object detection networks for dense scene applications. Full article
(This article belongs to the Special Issue Deep Learning for Perception and Recognition: Method and Applications)
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<p>Structure of the YOLOX-s model.</p>
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<p>Illustration of CGDet model meshing and label rewriting.</p>
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<p>Structure of the CGDet model.</p>
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<p>Images of coal and gangue in the dataset.</p>
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<p>Distribution density of objects in different input resolution images in different resolution feature maps.</p>
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<p>The Scale of objects in the training set.</p>
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<p>mAP<sub>50</sub>, mAR<sub>50</sub>, and GFLOPs were obtained for images with different input resolutions.</p>
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<p>Visualization of CGDet’s detection results on the test set. (<b>a</b>) Predicted Bounding Boxes for Gangue (Blue) and Coal (Yellow); (<b>b</b>) Redundant Predictions with the Same Class Label (Coal); (<b>c</b>) Redundant Predictions with Different Class Labels (Coal and Gangue).</p>
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15 pages, 5423 KiB  
Article
Induction Heating Optimization for Efficient Self-Healing in Asphalt Concrete
by Marina Penalva-Salinas, David Llopis-Castelló, Carlos Alonso-Troyano and Alfredo García
Materials 2024, 17(22), 5602; https://doi.org/10.3390/ma17225602 (registering DOI) - 16 Nov 2024
Viewed by 308
Abstract
In this study, the practical application of self-healing asphalt mixtures incorporating steel wool fibers and induction heating was investigated, expanding upon previous research that primarily assessed the self-healing properties rather than optimizing the heating process. Specifically, the aim was to enhance the induction [...] Read more.
In this study, the practical application of self-healing asphalt mixtures incorporating steel wool fibers and induction heating was investigated, expanding upon previous research that primarily assessed the self-healing properties rather than optimizing the heating process. Specifically, the aim was to enhance the induction heating methodology for a semi-dense asphalt concrete mixture (AC 16 Surf 35/50 S). In this research, the induction heating parameters were refined to improve the self-healing capabilities, focusing on the following three key aspects: (i) energy consumption, (ii) heating rate, and (iii) heating homogeneity. The findings reveal that the current intensity, the percentage of ferromagnetic additives, and coil shape are critical for achieving optimal heating conditions. Higher current intensity and additive percentage correlate with improved heating speed and reduced energy consumption. Additionally, variations in coil shape significantly influence the heating uniformity. Although asphalt mixtures with steel slag coarse aggregates exhibit slightly higher specific heat, this aggregate type is preferable for sustainability, as it allows for the recycling of industrial waste. The optimized mixtures can rapidly reach high temperatures, facilitating effective crack repair. This innovation offers a durable, environmentally friendly, and cost-effective solution for road maintenance, thereby enhancing the longevity and performance of asphalt pavements. Full article
(This article belongs to the Special Issue Asphalt Mixtures and Pavements Design (2nd Edition))
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<p>Particle size distribution.</p>
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<p>Induction heater.</p>
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<p>Heating rate characterization: (<b>a</b>) heating process and (<b>b</b>) temperature measurement.</p>
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<p>Coil shapes used to characterize heating homogeneity: (<b>a</b>) single-turn, (<b>b</b>) double-turn, and (<b>c</b>) two-turn centered.</p>
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<p>Specific heat values of each sample.</p>
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<p>Influence of type of coarse aggregate: (<b>a</b>) asphalt mixtures with 2% of steel wool fibers and (<b>b</b>) asphalt mixtures with 4% of steel wool fibers.</p>
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<p>Influence of the content of steel wool fibers: (<b>a</b>) asphalt mixtures with porphyry coarse aggregate and (<b>b</b>) asphalt mixtures with steel slag coarse aggregate.</p>
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<p>Homogeneity of heating.</p>
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<p>Influence of type of coil: (<b>a</b>) single-turn coil, (<b>b</b>) double-turn coil, and (<b>c</b>) two-turn centered coil.</p>
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18 pages, 5871 KiB  
Article
Steel Chips as a Raw Material for MEX
by Catarina Duarte Batista and Maria Teresa Freire Vieira
Metals 2024, 14(11), 1293; https://doi.org/10.3390/met14111293 (registering DOI) - 15 Nov 2024
Viewed by 197
Abstract
In recent years, metal chip powders obtained from solid-state processes have shown great potential as a sustainable raw material for powder technologies. The material and fragmentation process of the chips has a significant role in the final characteristics of the powder particles, such [...] Read more.
In recent years, metal chip powders obtained from solid-state processes have shown great potential as a sustainable raw material for powder technologies. The material and fragmentation process of the chips has a significant role in the final characteristics of the powder particles, such as size and particle size distribution, shape, surface, and structure, which are essential parameters to consider when converting chips to powder for applications. However, tool steel chips as a powder raw material have not yet been significantly studied. In this study, the steel chips were from machining AISI H13 steel and the milling process used a ball mill, and the challenge was to obtain powder particle sizes of around 20 µm with suitable properties from the application of envisaged material extrusion (MEX). A comparison study with the commercial raw material for MEX, such as powder metal filament extrusion, was performed. This study highlights the behaviors of chip powders during all steps of MEX, namely, feedstock and filament production, 3D object shaping, thermal de-binding, and sintering. A comparison of the mixture based on powder from chips and commercial powders for MEX was performed after evaluating the mixing torque of the powder and the system of binders and additives suitable for the rheological characteristics required for an extrusion mixture, and optimizing the binder removal and the sintering conditions. The 3D objects resulting from chip powders had a refined microstructure, showing an increase of 15% in the microhardness when compared with the those resulting from commercial powders. Full article
(This article belongs to the Special Issue Advances in Recycling and Reuse of Metals)
15 pages, 4421 KiB  
Review
Unusual Lignocellulosic Bioresins: Adhesives and Coatings for Metals and Glass
by Antonio Pizzi
Molecules 2024, 29(22), 5401; https://doi.org/10.3390/molecules29225401 (registering DOI) - 15 Nov 2024
Viewed by 502
Abstract
This minireview presents some unusual but encouraging examples of lignocellulosic-based adhesives and coatings used for metals, glass, and some other difficult-to-adhere materials. The reactions and applications presented are as follows. (i) The reactions of tannins and wood lignin with phosphate salts, in particular [...] Read more.
This minireview presents some unusual but encouraging examples of lignocellulosic-based adhesives and coatings used for metals, glass, and some other difficult-to-adhere materials. The reactions and applications presented are as follows. (i) The reactions of tannins and wood lignin with phosphate salts, in particular triethylphosphate, to adhere and join steel and aluminum to Teflon, in particular for non-stick frying pans. These adhesive coatings have been shown to sustain the relevant factory industrial test of 410 °C for 11 min and, moreover, to present a 50% material loss even at 900 °C for 5 min. (ii) Non-isocyanate polyurethanes (NIPU) based on glucose and sucrose as coatings of steel and glass. These were obtained by the carbonation of carbohydrates through reaction with the inexpensive dimethyl carbonate followed by reaction with a diamine; all materials used were bio-sourced. Lastly, (iii) the use of citric acid-based adhesive coupled with any hydroxyl groups carrying material for coating metals is also described. These three approaches give a clear indication of the possibilities and capabilities of biomaterials in this field. All these are presented and discussed. Full article
(This article belongs to the Special Issue Advances in Polymer Materials Based on Lignocellulosic Biomass)
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<p>Structure of a flavonoid unit with atom numbering.</p>
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<p>Basic structures (<b>I</b>) and (<b>II</b>) produced by the reaction of triethylphosphate on the C3 site of tannin flavonoid units [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>Basic structures (<b>III</b>) and (<b>IV</b>) produced by the reaction of triethylphosphate at the aromatic B-ring C4′ and C5′ sites of tannin flavonoid units, coupled with the reaction at the C3 site [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>Structure of a trimer of mimosa tannin showing C4–C8 linkage between the terminal and before-terminal flavonoid unit and C4–C6 linkage between the before-terminal flavonoid unit and all subsequent flavonoid units [<a href="#B2-molecules-29-05401" class="html-bibr">2</a>].</p>
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<p>A variety of structures detected in the reaction of flavonoid tannins with triethylphosphate [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>A variety of structures detected in the reaction of flavonoid tannins with triethylphosphate [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>Structure of the reaction of triethylphosphate with an aminated flavonoid tannin unit [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>Higher-molecular-weight oligomer species detected by reaction of resorcinol used as a simple model compound of aromatic rings of tannin [<a href="#B27-molecules-29-05401" class="html-bibr">27</a>].</p>
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<p>Structure of a flavonoid tannin trimer showing a number of flavonoid units where the heterocyclic ring of the structure has been cleaved and the structure is open [<a href="#B2-molecules-29-05401" class="html-bibr">2</a>].</p>
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<p>Example of TEP reaction site on lignin structure [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>].</p>
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<p>An example of the variety of structures formed by the reaction of triethyl phosphate with lignin units. Note also the cyclic structures formed by intramolecular reaction [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>].</p>
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<p>Example of a detected aminated lignin structure obtained by reaction with triethylphosphate [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>].</p>
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<p>An example of a detected higher-molecular-weight oligomer produced by the reaction of triethylphosphate linking two lignin units [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>]. Note: TEP can be linked through the phenolic –OH groups, as in the figure; with the aliphatic lignin –Ohs; or with both –OH types.</p>
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<p>(<b>Top</b>) Water contact angle variation as a function of time of the lignin-TEP-based resin coated beech wood surface and the untreated beech sample control. (<b>Bottom</b>) Water drop shape after 60 s on: (<b>a</b>) untreated beech wood (control) and (<b>b</b>) beech wood surface coated with a lignin–TEP-based resin [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>].</p>
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<p>(<b>Top</b>) Water contact angle variation as a function of time of the lignin-TEP-based resin coated beech wood surface and the untreated beech sample control. (<b>Bottom</b>) Water drop shape after 60 s on: (<b>a</b>) untreated beech wood (control) and (<b>b</b>) beech wood surface coated with a lignin–TEP-based resin [<a href="#B32-molecules-29-05401" class="html-bibr">32</a>].</p>
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<p>Frying pan metal base with the polyphenolic-TEP binder applied to it (<b>left</b>) and finished pan with Teflon applied on the binder according to a proprietary process (<b>right</b>) [<a href="#B33-molecules-29-05401" class="html-bibr">33</a>].</p>
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<p>Linear and branched oligomers identified in glucose-based NIPUs [<a href="#B60-molecules-29-05401" class="html-bibr">60</a>].</p>
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<p>A polymeric species identified in sucrose-based NIPUs [<a href="#B62-molecules-29-05401" class="html-bibr">62</a>].</p>
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<p>Appearance of glucose and sucrose NIPU coatings on steel. Left: sucrose NIPU coating. Right: glucose NIPU coating [<a href="#B61-molecules-29-05401" class="html-bibr">61</a>].</p>
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<p>Cross-cut test according to [<a href="#B63-molecules-29-05401" class="html-bibr">63</a>] of a glucose-based surface coating on stainless steel cured for 3 min at 300 °C. (<b>a</b>) Before washing in hot water; (<b>b</b>) after washing in hot water [<a href="#B61-molecules-29-05401" class="html-bibr">61</a>].</p>
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16 pages, 3691 KiB  
Article
A Study on the Radiation Resistance Performance of an Al2O3 Composite Tritium Permeation Barrier and Zirconium-Based Tritium-Absorbing Materials
by Changzheng Li, Rui Shu, Yinghong Li, Long Wang, Runjie Fang, Lihong Nie, Qisen Ren, Xiang Liu, Jing Hu and Shaohong Zhang
Materials 2024, 17(22), 5600; https://doi.org/10.3390/ma17225600 (registering DOI) - 15 Nov 2024
Viewed by 209
Abstract
The permeation of tritium from secondary neutron source rods in nuclear power plants presents a significant and unavoidable safety concern both for internal equipment and the external environment. This study primarily explores two feasible strategies for tritium permeation barriers: coating stainless steel surfaces [...] Read more.
The permeation of tritium from secondary neutron source rods in nuclear power plants presents a significant and unavoidable safety concern both for internal equipment and the external environment. This study primarily explores two feasible strategies for tritium permeation barriers: coating stainless steel surfaces with tritium permeation barrier (TPB) materials and utilizing materials with excellent tritium absorption properties. Through external ion irradiation tests, a comparative analysis was conducted on the tritium permeation performance, morphology, and nanohardness changes in two tritium-resistant designs, specifically Cr2O3/Al2O3 composite coatings and a zirconium-based tritium-absorbing material under varying irradiation doses. The results indicate that both approaches exhibit exceptional radiation resistance, maintaining an effective tritium permeation reduction factor (PRF) even after irradiation. Full article
19 pages, 15862 KiB  
Article
Study on the Mechanical Properties and Basic Elastic Constants of Yunnan Dendrocalamus sinicus Chia et J. L. Sun
by Fengwei Zhou, Xingyu Wang, Yanrong Wang, Guofu Li and Chunlei Dong
Forests 2024, 15(11), 2017; https://doi.org/10.3390/f15112017 (registering DOI) - 15 Nov 2024
Viewed by 271
Abstract
Yunnan Dendrocalamus sinicus Chia et J. L. Sun (YDS) is a giant bamboo species with a diameter at breast height of up to nearly 40 cm. It is endemic to Yunnan, China, and only a very small portion of it is directly used [...] Read more.
Yunnan Dendrocalamus sinicus Chia et J. L. Sun (YDS) is a giant bamboo species with a diameter at breast height of up to nearly 40 cm. It is endemic to Yunnan, China, and only a very small portion of it is directly used as load-bearing beams and columns in the dwellings of ethnic minorities, such as in Dai architecture. Due to the structural characteristics of its hollow and thin walls, systematic physical and mechanical property testing of this species faces significant challenges in terms of methods and means. This issue has become one of the main barriers to the realization of its large-scale industrial use. Therefore, this paper systematically tests and studies YDS’s three kinds of strength (tension, compression, and shear), modulus of elasticity, and six Poisson’s ratios with the help of digital image correlation (DIC) technology and self-created material testing methods. The (1) tensile, compressive, and shear strengths and moduli in longitudinal, radial, and chordal directions; (2) tensile strengths and moduli of bamboo green, flesh, and yellow layers in the thickness direction of the bamboo wall; and (3) six Poisson’s ratios under tensile and compressive stresses were obtained for YDS. It was also found that the tensile strength (378.8 MPa) of the green layer of YDS exceeded the yield strength (355 MPa) of 45# steel, making it a potential high-strength engineering material or fiber-reinforced material. Full article
(This article belongs to the Section Wood Science and Forest Products)
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<p>Schematic diagram of bamboo cross-section and sample preparation: (<b>a</b>) Distribution of vascular bundles in the bamboo cross-section, (<b>b</b>) Schematic diagram of sample extraction and preparation.</p>
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<p>Schematic diagram of bamboo cross-section and sample preparation: (<b>a</b>) Distribution of vascular bundles in the bamboo cross-section, (<b>b</b>) Schematic diagram of sample extraction and preparation.</p>
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<p>Basic mechanical properties of YDS test specimens: (<b>a1</b>) longitudinal, radial and chordal tensile specimens, (<b>b1</b>) longitudinal, radial and chordal compression specimens, and (<b>c1</b>) radial and chordal shear specimens, of which (<b>a2</b>–<b>c2</b>) each represent the corresponding test specimens after undergoing surface spray speckle treatment.</p>
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<p>Basic mechanical properties of YDS test specimens: (<b>a1</b>) longitudinal, radial and chordal tensile specimens, (<b>b1</b>) longitudinal, radial and chordal compression specimens, and (<b>c1</b>) radial and chordal shear specimens, of which (<b>a2</b>–<b>c2</b>) each represent the corresponding test specimens after undergoing surface spray speckle treatment.</p>
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<p>YDS tensile load-displacement curves: (<b>a</b>) longitudinal tension of bamboo green layer, (<b>b</b>) longitudinal tension of bamboo flesh layer, (<b>c</b>) longitudinal tension of bamboo yellow layer, (<b>d</b>) longitudinal tension containing bamboo green and flesh and bamboo yellow, (<b>e</b>) radial tension, (<b>f</b>) tangential tension.</p>
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<p>Typical schematic diagram and ultimate strain diagram of tensile damage of YDS: (<b>a</b>) longitudinal tensile damage specimen (bamboo green layer), (<b>b</b>) radial tensile damage specimen, (<b>c</b>) chordal tensile damage specimen.</p>
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<p>Compression load-displacement curves of YDS: (<b>a</b>) longitudinal compression, (<b>b</b>) radial compression, (<b>c</b>) tangential compression.</p>
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<p>Typical damage schematic and ultimate strain diagram of YDS in compression: (<b>a</b>) longitudinal compression, (<b>b</b>) tangential compression, (<b>c</b>) radial compression.</p>
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<p>Radial and tangential shear load-displacement curves and damage typical diagrams and ultimate strain diagrams of YDS: (<b>a</b>,<b>c</b>) radial shear, (<b>b</b>,<b>d</b>) tangential shear.</p>
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<p>Longitudinal tensile stress-strain of YDS: (<b>a</b>) stress-strain of bamboo green layer (<span class="html-italic">LT</span>), (<b>b</b>) stress-strain of bamboo flesh layer (<span class="html-italic">LT</span>), (<b>c</b>) stress-strain of bamboo yellow layer (<span class="html-italic">LT</span>), and (<b>d</b>) stress-strain of the layer containing bamboo green, flesh, and yellow (<span class="html-italic">LR</span>). The gray dashed line in the figure represents the strain zero line, and subsequent representations will be the same.</p>
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<p>Radial tensile stress-strain of YDS: (<b>a</b>) radial section (<span class="html-italic">RL</span>), (<b>b</b>) transverse section (<span class="html-italic">RT</span>).</p>
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<p>YDS chordal tensile stress-strain: (<b>a</b>) tangential section (<span class="html-italic">TL</span>), (<b>b</b>) transverse section (<span class="html-italic">TR</span>).</p>
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<p>Longitudinal compressive stress-strain of YDS: (<b>a</b>) bamboo green tangential section (<span class="html-italic">LTO</span>) stress-strain, (<b>b</b>) bamboo yellow tangential section <span class="html-italic">(LTI</span>) stress-strain, (<b>c</b>) radial section (<span class="html-italic">LR</span>) stress-strain.</p>
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<p>Radial compressive stress-strain of YDS: (<b>a</b>) radial section (RL) stress-strain, (<b>b</b>) transverse section (RT) stress-strain.</p>
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<p>Tangential compressive stress-strain of YDS: (<b>a</b>) tangential section of bamboo green layer (TLO), (<b>b</b>) tangential section of bamboo yellow inner layer (TLI), (<b>c</b>) radial section (TR).</p>
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<p>YDS tensile, compression and shear strength: (<b>a</b>) longitudinal tensile and longitudinal compression strength box plot, (<b>b</b>) radial and tangential tensile, tangential compression, radial and tangential shear strength box plot.</p>
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<p>Tensile and compressive modulus of elasticity and shear modulus of YDS: (<b>a</b>) longitudinal tensile and compressive modulus of elasticity box plot, (<b>b</b>) radial and tangential tensile and compressive modulus of elasticity and shear modulus box plot.</p>
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<p>Tensile and compressive Poisson’s ratios of YDS: (<b>a</b>) box line plot of Poisson’s ratio under tensile loading, (<b>b</b>) local magnification of <span class="html-italic">μ<sub>TL</sub></span> and <span class="html-italic">μ<sub>RL</sub></span> in (<b>a</b>), (<b>c</b>) box line plot of Poisson’s ratio under compressive loading, (<b>d</b>) local magnification of <span class="html-italic">μ<sub>TLO</sub></span>, <span class="html-italic">μ<sub>TLI</sub></span>, and <span class="html-italic">μ<sub>RL</sub></span> in (<b>c</b>), (<b>e</b>) comparative histogram of Poisson’s ratio under tensile and compressive Poisson’s ratio comparison histograms under loading.</p>
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<p>Tensile and compressive Poisson’s ratios of YDS: (<b>a</b>) box line plot of Poisson’s ratio under tensile loading, (<b>b</b>) local magnification of <span class="html-italic">μ<sub>TL</sub></span> and <span class="html-italic">μ<sub>RL</sub></span> in (<b>a</b>), (<b>c</b>) box line plot of Poisson’s ratio under compressive loading, (<b>d</b>) local magnification of <span class="html-italic">μ<sub>TLO</sub></span>, <span class="html-italic">μ<sub>TLI</sub></span>, and <span class="html-italic">μ<sub>RL</sub></span> in (<b>c</b>), (<b>e</b>) comparative histogram of Poisson’s ratio under tensile and compressive Poisson’s ratio comparison histograms under loading.</p>
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18 pages, 1748 KiB  
Article
Research on Neutral Dynamic Network Cross-Efficiency Modeling for Low-Carbon Innovation Development of Enterprises
by Zhiying Liu, Danping Wang, Wanrong Xie, Jian Ma and Aimin Yang
Sustainability 2024, 16(22), 9976; https://doi.org/10.3390/su16229976 - 15 Nov 2024
Viewed by 260
Abstract
To evaluate the effectiveness of the low-carbon innovation development of enterprises, this paper proposes a neutral dynamic network cross-efficiency model and introduces the bootstrap sampling method to correct the model. The model categorizes the low-carbon green innovation R&D activities of enterprises into two [...] Read more.
To evaluate the effectiveness of the low-carbon innovation development of enterprises, this paper proposes a neutral dynamic network cross-efficiency model and introduces the bootstrap sampling method to correct the model. The model categorizes the low-carbon green innovation R&D activities of enterprises into two distinct stages, as follows: the green R&D stage and the results transformation stage. It then assesses the efficiency of each stage and provides an overall efficiency rating. The model has been applied to a sample of listed Chinese iron and steel enterprises (CISES). The results of the study show that the overall efficiency of low-carbon innovation and development of CISES is on the low side, with the highest efficiency achieved in the green R&D stage, which is less than the lowest efficiency attained in the transformation stage, and most of the enterprises are in the stage of high green R&D and low transformation of the results. The ability of marketization of the R&D results still needs to be strengthened. Full article
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<p>Two-stage dynamic network theory model diagram.</p>
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<p>Mathematical structure of the two-stage dynamic network model.</p>
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<p>A dynamic network process for low-carbon innovation and development activities in listed steel companies.</p>
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<p>Low-carbon innovation development efficiency classification.</p>
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<p>Distribution of low-carbon innovation development efficiency types among 25 listed steel companies, 2019–2022.</p>
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22 pages, 7710 KiB  
Article
Investigation of the Effect of Al2O3 Nanoparticle-Added MQL Lubricant on Sustainable and Clean Manufacturing
by Fuat Kara
Lubricants 2024, 12(11), 393; https://doi.org/10.3390/lubricants12110393 - 15 Nov 2024
Viewed by 239
Abstract
In this study, in order to improve the characteristics of the vegetable-based cutting fluids used in the MQL technique and increase the machining performance of MQL and its positive effects on sustainable manufacturing, the effects of the MQL method with nano-Al2O [...] Read more.
In this study, in order to improve the characteristics of the vegetable-based cutting fluids used in the MQL technique and increase the machining performance of MQL and its positive effects on sustainable manufacturing, the effects of the MQL method with nano-Al2O3 additives on surface roughness (Ra) and cutting temperature (Ctt) were examined through turning experiments carried out by adding nano-Al2O3 to the vegetable-based cutting fluid. For this purpose, machining tests were carried out on hot work tool steel alloyed with Cr-Ni-Mo that has a delivery hardness of 45 HRC. In hard machining experiments, three techniques for cooling and lubricating (dry cutting, MQL, and nano-MQL), three cutting speeds (V) (100, 130, 160 m/min), three feed rates (f) (0.10, 0.125, and 0.15 mm/rev), and two different ceramic cutting tools (uncoated and TiN-coated with PVD methods) were used as control factors. For Ra, the nano-MQL method provided an average of 21.49% improvement compared to other cooling methods. For Ctt, this rate increased to 26.7%. In crater wear areas, the nano-MQL method again exhibited the lowest wear values, decreasing performance by approximately 50%. The results of this research showed that the tests conducted using the cooling of nano-MQL approach produced the best results for all output metrics (Ra, Ctt, and crater wear). Full article
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<p>Steps applied in the preparation of vegetable-based nanofluid.</p>
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<p>Experimental setup.</p>
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<p>Ra results for AB2010 coated ceramic cutting tool.</p>
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<p>Kinematic viscosity values of cutting fluids used in MQL and nano-MQL methods.</p>
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<p>Ra results for AB30 uncoated ceramic cutting tool.</p>
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<p>Pictures of machined surfaces’ surface topography (AB2010).</p>
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<p>Pictures of machined surfaces’ surface topography (AB30).</p>
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<p>Cutting temperature results for AB2010 coated ceramic cutting tool.</p>
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<p>Cutting temperature results for AB30 uncoated ceramic cutting tool.</p>
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<p>Crater wear changes depending on the cooling method used for AB2010.</p>
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<p>Crater wear changes depending on the cooling method for AB30.</p>
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<p>EDX analysis results for cutting tools.</p>
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<p>EDX analysis results for cutting tools.</p>
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18 pages, 6242 KiB  
Article
Influence of Solid Solution Treatment on Microstructure and Mechanical Properties of 20CrNiMo/Incoloy 825 Composite Materials
by Jie Liu, Qiang Li, Hailian Gui, Peng Zhang, Sha Li, Chen Zhang, Hao Liu, Chunlei Shen and Pengyue Zhang
Materials 2024, 17(22), 5588; https://doi.org/10.3390/ma17225588 - 15 Nov 2024
Viewed by 221
Abstract
The utilization of 20CrNiMo/Incoloy 825 composite materials as high-pressure pipe manifold steel can not only improve the strength and hardness of the steel, but also improve its corrosion resistance. However, research on the heat treatment of 20CrNiMo/Incoloy 825 composite materials is still scarce. [...] Read more.
The utilization of 20CrNiMo/Incoloy 825 composite materials as high-pressure pipe manifold steel can not only improve the strength and hardness of the steel, but also improve its corrosion resistance. However, research on the heat treatment of 20CrNiMo/Incoloy 825 composite materials is still scarce. Thus, the aim of this study was to investigate the influence of solid solution treatment on the microstructure and properties of 20CrNiMo/Incoloy 825 composite materials. Firstly, the composite materials were subjected to solid solution treatment at temperatures ranging from 850 to 1100 °C with varied holding times of 1 h, 4 h, and 6 h. Microstructural analysis revealed that the solid solution treatment temperature had a more pronounced effect than the treatment time on the interface decarburization layer, carburization layer, and grain size. It was observed that the carburized layer thickness decreased while the decarburized layer thickness increased with an increase in the solid solution treatment temperature, oil cooling was found to enhance the hardness of the base layer of the composite materials, and the size of the original austenite grains of 20CrNiMo steel and Incoloy 825 increased with an increase in the solid solution treatment temperature. Secondly, the tensile properties, microhardness, and fracture morphology were evaluated after the composite materials underwent solid solution treatment at temperatures between 950 °C and 1100 °C for 1 h. The results indicated that increasing the solution temperature initially led to an increase in tensile strength and elongation after fracture, followed by a decrease; furthermore, the hardness of Incoloy 825 exhibited a declining trend, while the hardness of 20CrNiMo first decreased then increased. Thirdly, the shear properties and interfacial element diffusion of the composite materials were analyzed following solid solution treatment in a temperature range of 950 °C to 1100 °C for 1 h. The findings demonstrated that higher solid solution treatment temperatures induced full diffusion of Cr, Ni, and Fe atoms at the interface and softened the matrix, leading to an increase in the thickness of the diffusion layer and toughening of the composite interface. Therefore, the shear strength increased with an increase in the solid solution treatment temperature. Finally, the optimal solid solution treatment process for 20CrNiMo/Incoloy 825 composite materials was determined to be 1050 °C/1 h oil cooling, following which the composite materials had good comprehensive mechanical properties. Full article
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<p>Specimen size: (<b>a</b>) tensile sample; (<b>b</b>) shear sample.</p>
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<p>Flow diagram of the experiment.</p>
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<p>Effect of solid solution treatment on the interface of 20CrNiMo/Incoloy 825 composite materials: (<b>a</b>) 850 °C/1 h oil cooling; (<b>b</b>) 850 °C/4 h oil cooling; (<b>c</b>) 850 °C/6 h air cooling; (<b>d</b>) 950 °C/1 h oil cooling; (<b>e</b>) 1050 °C/1 h oil cooling; (<b>f</b>) 1100 °C/1 h oil cooling.</p>
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<p>EBSD plots of 20CrNiMo/Incoloy 825 composite materials under different conditions.</p>
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<p>Map of 20CrNiMo steel after lath martensite transformation following solid solution treatment at 1050 °C/1 h: (<b>a</b>) IPF map; (<b>b</b>) original austenite grain distribution map; (<b>c</b>) martensite packet distribution map; (<b>d</b>) martensite variants distribution map; (<b>e</b>) the {001}, {011}, and {111} pole figures of martensite variant V24<sub>1</sub>; (<b>f</b>) the {001}, {011}, and {111} pole figures of martensite variant V24<sub>2</sub>; (<b>g</b>) the {001}, {011}, and {111} pole figures of martensite variant V6.</p>
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<p>Distribution maps of original austenite and residual austenite in steel 20CrNiMo under different solid solution treatment conditions: (<b>a</b>) 950 °C/1 h; (<b>b</b>) 1000 °C/1 h; (<b>c</b>) 1050 °C/1 h; (<b>d</b>) 1100 °C/1 h.</p>
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<p>Mechanical properties of 20CrNiMo/Incoloy 825 composite materials in different solid solution treatment processes: (<b>a</b>) the tensile stress–strain curve; (<b>b</b>) the tensile strength–temperature curve; (<b>c</b>) the elongation–temperature curve; (<b>d</b>) the hardness–temperature curve.</p>
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<p>The interfacial shear stress–displacement curves and shear strength of 20CrNiMo/Incoloy 825-clad plates with different solid solution treatment processes: (<b>a</b>) 950 °C/1 h; (<b>b</b>) 1000 °C/1 h; (<b>c</b>) 1050 °C/1 h; (<b>d</b>) 1100 °C/1 h; (<b>e</b>) EDS analysis at 1050 °C/1 h.</p>
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<p>The shear stress–displacement curves and shear strength of 20CrNiMo/Incoloy 825 composite materials with different solid solution treatment processes.</p>
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<p>EDS line scan at the interface of 20CrNiMo/Incoloy 825 composite material: (<b>a</b>) EDS line scan before solid solution treatment; (<b>b</b>) 950 °C; (<b>c</b>) 1000 °C; (<b>d</b>) 1050 °C; (<b>e</b>) 1100 °C.</p>
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<p>Experimental conclusion diagram. Ding [<a href="#B15-materials-17-05588" class="html-bibr">15</a>]; Liu et al. [<a href="#B17-materials-17-05588" class="html-bibr">17</a>]; Yu et al. [<a href="#B26-materials-17-05588" class="html-bibr">26</a>]; Ren et al. [<a href="#B27-materials-17-05588" class="html-bibr">27</a>]; Lim et al. [<a href="#B30-materials-17-05588" class="html-bibr">30</a>].</p>
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18 pages, 14275 KiB  
Article
Method of Forming Road Surface Replicas Using 3D Printing Technology
by Wojciech Owczarzak, Sławomir Sommer and Grzegorz Ronowski
Coatings 2024, 14(11), 1455; https://doi.org/10.3390/coatings14111455 - 15 Nov 2024
Viewed by 188
Abstract
Rolling resistance is a critical factor that influences vehicle energy consumption, emissions, and overall performance. It directly impacts fuel efficiency, tire longevity, and driving dynamics. Traditional rolling resistance tests are conducted on smooth steel drums, which fail to replicate real-world road surface textures, [...] Read more.
Rolling resistance is a critical factor that influences vehicle energy consumption, emissions, and overall performance. It directly impacts fuel efficiency, tire longevity, and driving dynamics. Traditional rolling resistance tests are conducted on smooth steel drums, which fail to replicate real-world road surface textures, potentially skewing results. This article presents the process of designing surface replicas using 3D printing technology, which consisted of selecting the internal structure, material, and print parameters of the surface sample. In order to verify the designed structures, an original mechanical strength test was performed. The test was based on pressing the tire onto the test sample with an appropriate force that corresponded to typical conditions during rolling resistance measurements. The test results included surface texture profiles before and after the application of load, which were then superimposed to detect any possible sample deformation. The obtained strength test results confirmed the validity of using 3D printing technology in the process of obtaining road surface replicas. Full article
(This article belongs to the Special Issue Surface Engineering and Mechanical Properties of Building Materials)
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<p>Texture ranges and their impact on tire-road interaction [<a href="#B5-coatings-14-01455" class="html-bibr">5</a>].</p>
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<p>Interface between tire and road surface for pavements with different texture [<a href="#B9-coatings-14-01455" class="html-bibr">9</a>].</p>
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<p>A running machine, which belongs to the equipment of the Mechanical Vehicles and Military Techniques Department of the Gdańsk University of Technology, drum with a diameter of 2 m.</p>
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<p>Road surface replica (PERS surface).</p>
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<p>The process of creating an elastic layer that is a negative representation of the road surface.</p>
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<p>Diagram showing the method of forming a replica of a road surface for running machines with an external drum (1, 2—mold halves; 3—elastic coating constituting a negative reproduction of the road surface; 4—top layer of the replica (gelcoat layer mixed with finely cut glass fiber); 5—leveling layer of epoxy resin; 6—layer of epoxy casting resin; 7—layer consisting of glass fiber mats immersed in epoxy resin).</p>
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<p>Flowchart showing the research stages.</p>
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<p>“Grid” geometry of pavement replica fillings (5%, 10%, and 15% of infill density).</p>
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<p>“Concentric” geometry of pavement replica fillings (5%, 10%, and 15% of infill density).</p>
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<p>“Triangles” geometry of pavement replica fillings (5%, 10%, and 15% of infill density).</p>
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<p>“Trihexagon” geometry of pavement replica fillings (5%, 10%, and 15% of infill density).</p>
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<p>“Cross” geometry of pavement replica fillings (5%, 10%, and 15% of infill density).</p>
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<p>APS4 surface 3D model.</p>
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<p>A stand for carrying out strength tests.</p>
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<p>Road replica sample scanned by laser profilometer.</p>
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<p>Graphs showing the strength test results for individual samples: (<b>a</b>) Grid; (<b>b</b>) Trihexagon; (<b>c</b>) Cross.</p>
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<p>Graphs showing the strength test results for individual samples: (<b>a</b>) Grid; (<b>b</b>) Trihexagon; (<b>c</b>) Cross.</p>
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<p>APS4 surface profile changes for specific loads (concentric, 5% infill).</p>
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<p>APS4 surface profile changes for specific loads (concentric, 10% infill).</p>
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<p>APS4 surface profile changes for specific loads (concentric, 15% infill).</p>
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<p>APS4 surface profile changes for specific loads (triangle, 5% infill).</p>
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<p>APS4 surface profile changes for specific loads (triangle, 10% infill).</p>
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17 pages, 5981 KiB  
Article
Influence of Specimen Width on Crack Propagation Process in Lightly Reinforced Concrete Beams
by Hongwei Wang, Hui Jin, Zhimin Wu, Baoping Zou and Wang Zhang
Materials 2024, 17(22), 5586; https://doi.org/10.3390/ma17225586 - 15 Nov 2024
Viewed by 160
Abstract
Models used to study the fracture process of concrete are often considered 2D, ignoring the influence of specimen width. However, during the fracture process in pre-cracked concrete beams, the crack length varies along the thickness direction, especially in reinforced concrete. To study the [...] Read more.
Models used to study the fracture process of concrete are often considered 2D, ignoring the influence of specimen width. However, during the fracture process in pre-cracked concrete beams, the crack length varies along the thickness direction, especially in reinforced concrete. To study the influence of specimen width on reinforced concrete fracture behavior, a 3D numerical method was used to simulate the crack propagation processes of lightly reinforced concrete beams based on Fracture Mechanics. Nonlinear spring elements with different stress-displacement constitutive laws were employed to characterize the softening behavior of concrete and the bond-slip behavior between the steel bars and concrete, respectively. It is assumed that the crack begins to propagate when the maximum stress intensity factor at the crack tip along the beam width reaches the initial fracture toughness of concrete. To verify the validity of the proposed method, the completed crack propagation processes of lightly reinforced concrete three-point bending notched beams were simulated, and the calculated load-crack mouth opening displacement curves showed a reasonable agreement with the experimental data. Moreover, the impact of the 2D reinforced concrete beam model on the crack propagation process was analyzed. The results indicate that at the initial loading stage, the external load P obtained from the 2D model is significantly larger than the result from the presented 3D model. Full article
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<p>Lightly RC beam under three-point bending.</p>
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<p>Constitutive relationships: (<b>a</b>) concrete and (<b>b</b>) steel bars.</p>
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<p>Bond-slip model and double spring elements at steel bar-concrete interface. (<b>a</b>) Bond-slip model; (<b>b</b>) Double spring elements at steel bar-concrete interface.</p>
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<p>Element meshing at the crack tip: (<b>a</b>) cross section; (<b>b</b>) 3D.</p>
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<p>Displacement extrapolation (DE) method: (<b>a</b>) Before loading; (<b>b</b>) After loading.</p>
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<p>Calculation procedure for crack propagation process of lightly RC beams.</p>
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<p>Deformation of different fracture stages for specimen RC203: (<b>a</b>) the initial crack starts to propagate; (<b>b</b>) the steel bars yields.</p>
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<p>Comparison of numerical and experimental <span class="html-italic">P</span>-<span class="html-italic">CMOD</span> curves for lightly RC beams: (<b>a</b>) RC153; (<b>b</b>) RC202; (<b>c</b>) RC203; (<b>d</b>) RC204; (<b>e</b>) RC253; (<b>f</b>) RC303.</p>
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<p>Crack propagation process for specimen RC203: (<b>a</b>) <span class="html-italic">P</span>-<span class="html-italic">CMOD</span> curve, (<b>b</b>) <span class="html-italic">σ</span><sub>s</sub>-<span class="html-italic">CMOD</span> curve, (<b>c</b>) (<span class="html-italic">a</span> − <span class="html-italic">a</span><sub>0</sub>)/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) vs. <span class="html-italic">CMOD</span> curve, and (<b>d</b>) <span class="html-italic">l</span><sub>FPZ</sub>/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) vs. <span class="html-italic">CMOD</span> curve.</p>
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<p>Distribution of (<b>a</b>) interfacial slip, (<b>b</b>) interfacial shear stress, and (<b>c</b>) reinforcement stress for beam RC203.</p>
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<p>Comparison between 2D and 3D numerical results for specimen RC203: (<b>a</b>) <span class="html-italic">P</span> vs. (<span class="html-italic">a</span><sub>F</sub> − <span class="html-italic">a</span><sub>0</sub>)/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) curve, (<b>b</b>) <span class="html-italic">l</span><sub>FPZ</sub>/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) vs. (<span class="html-italic">a</span><sub>F</sub> − <span class="html-italic">a</span><sub>0</sub>)/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) curve, (<b>c</b>) <span class="html-italic">σ</span><sub>s</sub>(<span class="html-italic">z</span> = 0) vs. (<span class="html-italic">a</span><sub>F</sub> − <span class="html-italic">a</span><sub>0</sub>)/(<span class="html-italic">D</span> − <span class="html-italic">a</span><sub>0</sub>) curve, and (<b>d</b>) distribution of reinforcement stress.</p>
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<p>Comparison between 2D and 3D numerical results for specimen RC203 with B = 600 mm.</p>
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17 pages, 5322 KiB  
Article
Mechanical Characteristics of Grillage Root Foundation for High-Voltage Tower Under Horizontal Conditions
by Zehui Ma, Junjie Wang, Xuefeng Huang, Kun Sun, Senlin Yang and Jun Yuan
Buildings 2024, 14(11), 3633; https://doi.org/10.3390/buildings14113633 - 15 Nov 2024
Viewed by 213
Abstract
In response to the issue of reduced horizontal bearing capacity due to inadequate compaction of backfill soil in traditional grillage foundations, a novel grillage root foundation is proposed in this study. That is, the root is introduced into undisturbed soil at a traditional [...] Read more.
In response to the issue of reduced horizontal bearing capacity due to inadequate compaction of backfill soil in traditional grillage foundations, a novel grillage root foundation is proposed in this study. That is, the root is introduced into undisturbed soil at a traditional grillage foundation base plate. To assess the applicability of this innovative foundation under horizontal loading conditions, on-site experimental research was conducted. It was employed to comparatively analyze the load–displacement curves, changes in internal forces of steel components, and the development patterns of soil cracks around the foundation between traditional grillage foundations and various sizes of grillage root foundations subjected to horizontal loading. The results indicate that the horizontal bearing capacity of the grillage root foundation increased by 1.3 times compared to traditional grillage foundations, with economic benefits surpassing those of the traditional counterparts. The determination of the “m” value serves as the proportional coefficient of the horizontal resistance coefficient of the foundation soil, and the synthesis of the reactive force provided by the soil to the roots contribute to enhancements in soil resistance and the horizontal bearing capacity of the foundation. The horizontal load at which cracks appear in the grillage root foundation exceeds that of the traditional metal grillage foundation, with a slower rate of development. Finite element analysis was conducted to optimize the arrangement of roots, maximizing the foundation’s bearing capacity. This research provides certain references in terms of enhancing foundation bearing capacity, reducing ground treatment costs, and promoting sustainable development. Full article
(This article belongs to the Section Building Structures)
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<p>Site plan of root foundation.</p>
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<p>Site construction.</p>
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<p>Field installation diagram: (<b>a</b>) field drawing; (<b>b</b>) schematic drawing.</p>
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<p>Load–displacement curve of test foundation.</p>
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<p>m variation with displacement.</p>
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<p>TF<sub>1</sub>: (<b>a</b>) bracket numbering and position; (<b>b</b>) load–stress curve of bracket.</p>
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<p>RF<sub>2</sub>: (<b>a</b>) bracket numbering and position, (<b>b</b>) load–stress curve of bracket.</p>
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<p>TF<sub>1</sub>: (<b>a</b>) position diagram of base plate strain gauge; (<b>b</b>) load–stress curve of plate.</p>
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<p>RF<sub>2</sub>: (<b>a</b>) position diagram of base plate strain gauge; (<b>b</b>) load–stress curve of plate.</p>
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<p>TF<sub>1</sub> and RF<sub>2</sub> fracture distribution map of test foundation: (<b>a</b>) TF<sub>1</sub>; (<b>b</b>) RF<sub>2</sub>.</p>
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<p>Finite element model.</p>
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<p>Comparison of measured and simulated results.</p>
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<p>Different base plate sizes: (<b>a</b>) load–displacement curves; (<b>b</b>) fitting curve.</p>
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<p>Load–displacement curves of foundations with different lengths of root.</p>
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<p>Load–displacement curves of foundations with different numbers of roots.</p>
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<p>Load–displacement curves of foundations with different spacing of root.</p>
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16 pages, 6699 KiB  
Article
The Impact of Reinforcement Ratio on the Punching Shear of CFRP Grid-Reinforced Concrete Two-Way Slabs
by Ning Duan and Jiwen Zhang
Materials 2024, 17(22), 5576; https://doi.org/10.3390/ma17225576 - 15 Nov 2024
Viewed by 180
Abstract
Corrosion of steel reinforcement in concrete slabs undermines structural durability and shortens the lifespan of concrete structures. Carbon Fiber-Reinforced Polymer (CFRP) is a promising material offering benefits such as high strength, corrosion resistance, and light weight. This study aims to investigate the punching [...] Read more.
Corrosion of steel reinforcement in concrete slabs undermines structural durability and shortens the lifespan of concrete structures. Carbon Fiber-Reinforced Polymer (CFRP) is a promising material offering benefits such as high strength, corrosion resistance, and light weight. This study aims to investigate the punching shear performance of concrete slabs reinforced with CFRP grids, focusing on the effects of different reinforcement ratios. A series of experiments were conducted on two-way concrete slabs reinforced solely with CFRP grids to assess their punching shear resistance. Experimental results show that the CFRP grid achieves an ultimate tensile strength of 2181 MPa, with the cracking load of CFRP grid-reinforced slabs reaching approximately 20% of the ultimate load, highlighting a strong correlation between the ultimate load and grid reinforcement ratio. The observed punching failure exhibited clear brittle characteristics, characterized by the formation of radial and circumferential cracks on the tensile surface of the slab. The reinforcement ratio significantly influences the failure mode of the slabs; as the reinforcement ratio increases, the ultimate punching loads also increase. Additionally, a mathematical formula is proposed to predict the punching bearing capacity, achieving calculation errors below 20%. These findings contribute valuable insights into using CFRP grids as primary reinforcement, enhancing the design and application of durable concrete slab structures. Full article
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Figure 1

Figure 1
<p>Schematic diagram of specimen.</p>
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<p>The CFRP grid: (<b>a</b>) The physical picture; (<b>b</b>) The diagram view.</p>
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<p>Measuring point and monitor devices of strain and displacement. (<b>a</b>,<b>b</b>) Concrete strain of slab top and bottom side. (<b>c</b>) Reinforcement Strain. (<b>d</b>) TDS 530.</p>
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<p>Tests loading device: (<b>a</b>) The 3D-loading diagram, (<b>b</b>) The main view.</p>
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<p>The load-displacement of slab with different reinforcement ratio. (<b>a</b>) 0.34%, (<b>b</b>) 0.78%, (<b>c</b>) 1%.</p>
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<p>Distribution of cracks on the top surface of the slab: (<b>a</b>) S1, (<b>b</b>) S2, (<b>c</b>) S3.</p>
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<p>Distribution of cracks on the bottom surface of the slab. Red line indicated the first crack; yellow line indicated the distribution cracks after punching shear.</p>
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<p>Distribution of the incline cracks, dash lines indicated crack boundary or location. (<b>a</b>) The specimen S1, (<b>b</b>) the specimen S2, (<b>c</b>) The specimen S3.</p>
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<p>The concrete strain of slab tension face: (<b>a</b>) S1; (<b>b</b>) S2; (<b>c</b>) S3.</p>
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<p>Circumferential strain of concrete slab compression surface: (<b>a</b>) S1, (<b>b</b>) S2, (<b>c</b>) S3.</p>
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<p>Radial strain of concrete slab compression surface: (<b>a</b>) S1, (<b>b</b>) S2, (<b>c</b>) S3.</p>
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