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22 pages, 5055 KiB  
Article
Studying Pupil-Size Changes as a Function of Task Demands and Emotional Content in a Clinical Interview Situation
by Daniel Gugerell, Benedikt Gollan, Moritz Stolte and Ulrich Ansorge
Appl. Sci. 2024, 14(24), 11714; https://doi.org/10.3390/app142411714 - 16 Dec 2024
Viewed by 156
Abstract
The human pupil changes size in response to processing demands or cognitive (work)load and emotional processing. Therefore, it is important to test if automatic tracking of cognitive load by pupil-size measurement is possible under conditions of varying levels of emotion-related processing. Here, we [...] Read more.
The human pupil changes size in response to processing demands or cognitive (work)load and emotional processing. Therefore, it is important to test if automatic tracking of cognitive load by pupil-size measurement is possible under conditions of varying levels of emotion-related processing. Here, we investigated this question in an experiment simulating a highly relevant applied context in which cognitive load and emotional processing can vary independently: a clinical interview. Our participants conducted a live clinical interview via computer monitor with a confederate as an interviewee. We used eye-tracking and automatic extraction of participants’ pupil size to monitor cognitive load (single vs. dual tasks, between participants), while orthogonally varying the emotional content of the interviewee’s answers (neutral vs. negative, between participants). We ensured participants’ processing of the verbal content of the interview by asking all participants to report on the content of the interview in a subsequent memory test and by asking them to discriminate if the answers of the interviewee referred to only herself or to somebody else (too). In the dual-task condition, participants had to monitor additionally if the facial emotional expressions of the interviewee matched the content of her verbal responses. Results showed that pupil-size extraction reliably discriminated between high and low cognitive load, albeit to a lower degree under negative emotional content conditions. This was possible with an algorithmic online measure of cognitive load as well as with a conventional pupil-size measure, providing proof of the external validity of the algorithm/online measure. Full article
(This article belongs to the Special Issue Latest Research on Eye Tracking Applications)
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<p>Average pupil diameter in pixels as a function of the answer, separately for different groups (NEUL: neutral content/low load; NEUH: neutral content/high load; NEGL: negative content/low load; NEGH: negative content/high load). The two dotted lines in the colors of each group show the corresponding condition’s difference in average pupil size between baseline questions (bottom line) and manipulation questions (top line).</p>
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<p>Median diameter changes (black horizontal lines), corresponding quartiles (colored areas above and below the horizontal lines), minima and maxima (whiskers), and individual values (colored dots) of pupil diameter differences between baseline and manipulation on the <span class="html-italic">y</span> axis as a function of condition/Group (low workloads on the left, high workloads on the right; neutral-content conditions in blue, negative-content conditions in red) on the <span class="html-italic">x</span> axis.</p>
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<p>Average pupil diameter in pixels on the <span class="html-italic">y</span> axis as a function of the answer on the <span class="html-italic">x</span> axis, separately for different groups or conditions based on self-assessments (NASA-L, SAM-HAP ~ NEUL: low demand/happy mood; NASA-H, SAM-HAP ~ NEUH: high demand/happy mood; NASA-L, SAM-SAD ~ NEGL: low demand/sad mood; NASA-H, SAM-SAD ~ NEGH: high demand/sad mood). The two dotted lines in the colors of each graph showing the corresponding condition’s difference in average pupil size between baseline and manipulation (questions). NASA: NASA Task-Load-Index; SAM: Self-Assessment Manikin; NEU: neutral-content condition; NEG: negative-content condition; H: High; L: Low.</p>
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<p>Median diameter changes (black horizontal lines), corresponding quartiles (colored areas above and below the horizontal lines), minima and maxima (whiskers), and individual values (colored dots) of pupil diameter differences between baseline and manipulation on the <span class="html-italic">y</span> axis as a function of condition/Group (low self-assessed mental-demand scores on the left, high self-assessed mental-demand scores on the right; low self-assessed happiness scores in orange, high self-assessed happiness scores in blue) on the <span class="html-italic">x</span> axis. SAM: Self-Assessment Manikin.</p>
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<p>Pupil diameter on the <span class="html-italic">y</span> axis as a function of the question answered on the <span class="html-italic">x</span> axis and whether participants scored high (red graph) on the NASA Task-Load-Index (NASA-TLX “Mental-Demand” subscale) or if they scored low (blue graph). The colored horizontal lines depict the averages of the baseline (lower respective lines) and the manipulation (upper respective lines).</p>
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<p>Pupil diameter on the <span class="html-italic">y</span> axis as a function of the question answered on the <span class="html-italic">x</span> axis and whether participants believed the answers were veridical (red graph) or fake (blue graph). The colored horizontal lines depict the averages of the baseline (lower respective lines) and the manipulation (upper respective lines).</p>
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<p>Average cognitive workload (according to the algorithm) on the <span class="html-italic">y</span> axis as a function of the answer on the <span class="html-italic">x</span> axis, separately for different groups or conditions (NEUL: neutral content/low load; NEUH: neutral content/high load; NEGL: negative content/low load; NEGH: negative content/high load). The two dotted lines in the colors of each graph show the corresponding condition’s difference in average calculated cognitive workload between baseline and manipulation (questions).</p>
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<p>Median cognitive-load changes (black horizontal lines), corresponding quartiles (colored areas above and below the horizontal lines), minima and maxima (whiskers), and individual values (colored dots) of cognitive-load (CogLoad) differences between baseline and manipulation on the <span class="html-italic">y</span> axis as a function of condition/Group (low-workload manipulation on the left, high-workload manipulation on the right; neutral-content conditions in blue, negative-content conditions in red) on the <span class="html-italic">x</span> axis.</p>
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<p>Example data and modeled cognitive load from a single participant’s pupil response (size change in pixels) during a single answer of the interviewee (here, to Question No. 5). The black line reflects measured pupil size in pixels, and the blue line reflects modeled cognitive load.</p>
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<p>Correlation between modeled cognitive load according to the algorithm (<span class="html-italic">y</span> axis) and ground truth (i.e., pupil size during manipulation minus pupil size during baseline; <span class="html-italic">x</span> axis) of 20 points in a window from 250 ms before to 250 ms after peaks (or local maxima) in the modeled measure of cognitive load during a single answer of one participant. The red line reflects assumption of perfect correlation, the blue dots reflect the actual correlation between measured pupil sizes and cognitive load.</p>
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<p>Boxplots showing all correlations (on the <span class="html-italic">y</span>-axis) for each of the nine participants in each group. Each boxplot shows the distribution of <span class="html-italic">R</span><sup>2</sup> scores of a specific participant, with one score per answer during the manipulation phase. Black horizontal bars indicate mean correlations, green areas depict quartiles of the distributions, whiskers depict maximal and minimal correlations, and the gray diamonds depict outliers that have been removed for the calculations. Boxplots are sorted in ascending order of the mean <span class="html-italic">R</span><sup>2</sup> scores from left to right. CogLoad: modeled cognitive load according to the algorithm.</p>
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<p>Medians (horizontal lines), corresponding upper and lower quartiles (colored areas above and below the horizontal lines), minima and maxima (lower and upper whiskers), and excluded outliers (gray diamonds) of self-assessments on the NASA-TLX for different groups (NEUL: neutral content/low load; NEUH: neutral content/high load; NEGL: negative content/low load; NEGH: negative content/high load).</p>
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<p>Medians (horizontal lines), upper and lower quartiles (colored areas above and below the horizontal lines),maxima and minima (upper and lower whiskers), and outliers (gray diamonds) of self-assessed experiences (of happiness, arousal, and control) on the <span class="html-italic">y</span> axis as a function of condition/group (NEUL: neutral content/low load; NEUH: neutral content/high load; NEGL: negative content/low load; NEGH: negative content/high load) on the <span class="html-italic">x</span> axis.</p>
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20 pages, 4127 KiB  
Article
Experimental Study of Material Proportioning for Similar Modeling of Brittle Rocks
by Chaojun Zhang, Chaoqun Chu, Shunchuan Wu, Rui Pang and Zhiyuan Xia
Appl. Sci. 2024, 14(24), 11694; https://doi.org/10.3390/app142411694 - 14 Dec 2024
Viewed by 513
Abstract
Over the past 30 years, China has emerged as the country with the world’s largest engineering construction industry. However, rockbursts induced by tunnel excavation in rock engineering have resulted in a substantial number of casualties and extensive property damage. Understanding the brittle failure [...] Read more.
Over the past 30 years, China has emerged as the country with the world’s largest engineering construction industry. However, rockbursts induced by tunnel excavation in rock engineering have resulted in a substantial number of casualties and extensive property damage. Understanding the brittle failure behavior of rock masses and identifying the mechanism of rockbursts have become critical challenges in the field. Physical model tests can provide a more intuitive simulation of the rockburst process. The selection and proportioning of materials similar to brittle rocks are crucial factors for the success of these model tests. This study selected refined iron powder, barite powder, quartz sand, gypsum powder, and a rosin–alcohol solution to prepare rockburst simulation materials characterized by a low strength and high brittleness. The rockburst tendency and brittleness indices were introduced, and an orthogonal experimental design was used to establish 25 different formulation schemes. The influence of the material component proportions on the physical and mechanical properties of the specimens, as well as their brittleness characteristics, was systematically analyzed. A multiple linear regression analysis was conducted to derive linear regression equations for the physical and mechanical parameters of the brittle rock simulation materials. In addition, simulation materials and standard specimens of Jinping marble were prepared. The brittle failure modes and acoustic emission characteristics of the specimens under uniaxial compression and Brazilian splitting conditions were analyzed. The results indicate that component proportions significantly affected the physical and mechanical properties of the specimens. The refined iron powder–barite powder ratio, as well as the concentration of the rosin–alcohol solution, played a primary role in controlling the physical and mechanical parameters of the brittle rock simulation materials. Full article
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<p>Components of analogous simulation materials.</p>
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<p>Partially prepared specimens: (<b>a</b>) standard cylindrical specimens and (<b>b</b>) Brazilian disc specimens.</p>
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<p>Mechanical testing of the analogous material specimens: (<b>a</b>) uniaxial compression test, (<b>b</b>) Brazilian splitting test, and (<b>c</b>) loading equipment and acoustic emission monitoring system.</p>
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<p>Schematic diagram of rockburst tendency index calculation.</p>
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<p>Sensitivity analysis of density.</p>
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<p>Sensitivity analysis of compressive strength.</p>
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<p>Sensitivity analysis of tensile strength.</p>
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<p>Sensitivity analysis of the elastic modulus.</p>
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<p>Sensitivity analysis of the rockburst tendency index.</p>
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<p>Sensitivity analysis of the brittleness index.</p>
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<p>Comparison chart of actual and regression parameters for specimens.</p>
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<p>Failure mode of the analogous material specimens: (<b>a</b>) uniaxial compression test and (<b>b</b>) Brazilian splitting test.</p>
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<p>Uniaxial compression test of the analogous material specimens: (<b>a</b>) stress–strain curve and (<b>b</b>) acoustic emission characteristics.</p>
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<p>Uniaxial compression test of Jinping marble (modified from [<a href="#B34-applsci-14-11694" class="html-bibr">34</a>]): (<b>a</b>) typical stress–strain curve (AE characteristics) and (<b>b</b>) failure mode.</p>
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24 pages, 23935 KiB  
Article
Local Structure Optimization Design of Floating Offshore Wind Turbine Platform Based on Response Surface Analysis
by Yajun Ren, Mingxuan Huang, Jungang Hao, Jiazhi Wang, Shuai Li, Ling Zhu, Haisheng Zhao and Wei Shi
Energies 2024, 17(24), 6316; https://doi.org/10.3390/en17246316 - 14 Dec 2024
Viewed by 402
Abstract
The floating platform is a critical component of the floating offshore wind turbine (FOWT), and its internal structure design plays a key role in ensuring the safe operation of the FOWT. In this study, the local model of the floating platform was firstly [...] Read more.
The floating platform is a critical component of the floating offshore wind turbine (FOWT), and its internal structure design plays a key role in ensuring the safe operation of the FOWT. In this study, the local model of the floating platform was firstly parameterized, and a response surface model was obtained by conducting an orthogonal test. The response surface model was then optimized using a gradient descent algorithm. Finally, the internal structure arrangement was validated through a safety calibration. The optimization results indicate that the maximum stress of the optimized model is reduced by 22.12% compared to the original model, while maintaining the same mass, centroid, and other mass-related parameters. The optimization significantly improves the safety of the structure and provides valuable references for the design and construction of a FOWT platform. Full article
(This article belongs to the Topic Wind, Wave and Tidal Energy Technologies in China)
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<p>Optimized design process.</p>
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<p>Appearance of newly designed FOWT.</p>
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<p>Bulkhead thickness distribution map.</p>
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<p>Layout diagram of stiffening rib.</p>
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<p>Model boundary condition.</p>
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<p>Finite element model of floating offshore wind turbine platform.</p>
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<p>Plackett–Burman test results distribution.</p>
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<p>Half-normal plot of stress results under condition 4 (<b>left</b>) and condition 11 (<b>right</b>).</p>
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<p>Normalized effect Pareto diagram of stress results under condition 4 (<b>left</b>) and condition 11 (<b>right</b>).</p>
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<p>Central Composite Design test results distribution diagram.</p>
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<p>Prediction error distribution diagram (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>) and correlation diagram between predicted value and experimental value (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>).</p>
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<p>Prediction error distribution diagram (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>) and correlation diagram between predicted value and experimental value (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>).</p>
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<p>Response surface model under LC4.</p>
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<p>Response surface model under LC4.</p>
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<p>Response surface model under LC11.</p>
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<p>Response surface model under LC11.</p>
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<p>Gradient descent method solving process.</p>
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22 pages, 4715 KiB  
Article
Design and Testing of a Low-Speed, High-Frequency Straw Chopping and Returning Machine Using a Constant Breath Cam Mechanism
by Han Lin, Jin He, Guangyuan Zhong and Hanyu Yang
Agriculture 2024, 14(12), 2293; https://doi.org/10.3390/agriculture14122293 - 14 Dec 2024
Viewed by 188
Abstract
Straw incorporation offers significant advantages in agricultural crop cultivation systems. Mechanized methods constitute the predominant approach, potentially reducing yield costs and enhancing operational efficiency. The imperative to enhance the quality of straw chopping within the field is of particular significance, as suboptimal chopping [...] Read more.
Straw incorporation offers significant advantages in agricultural crop cultivation systems. Mechanized methods constitute the predominant approach, potentially reducing yield costs and enhancing operational efficiency. The imperative to enhance the quality of straw chopping within the field is of particular significance, as suboptimal chopping quality can engender a cascade of issues, particularly seeding blockages. The straw chopping pass rate (CPR) is a pivotal metric for assessing the quality of straw chopping. Therefore, enhancing the CPR during the straw chopping process is necessary. This study introduces a novel maize-straw-chopping device with the ground as its supporting base. This device facilitates the rapid vertical chopping of maize straw through a constant breath cam transmission mechanism. Critical parameters were determined to optimize the performance of the chopping device by establishing mathematical models and kinematic simulation analysis methods. With the help of Rocky 2022.R2 software, the influence of the rotational velocity of the draft, tractor velocity, and blade edge angles on the CPR during the operation of the device was analyzed. The Box–Behnken test methodology was used to carry out a three-factor, three-level orthogonal rotation test to obtain the optimal working parameter combination. The results indicated that the maximum CPR value was achieved with a draft rotational velocity of 245 rpm, a tractor velocity of 3.8 km/h, and a blade edge angle of 20.75°. Finally, field validation experiments were conducted under these optimized conditions, with the average CPR of maize straw reaching an impressive 91.45%. These findings have significant implications for enhancing crop production practices. Full article
(This article belongs to the Section Agricultural Technology)
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<p>Overall structure of straw-chopping and -returning machine: (1) sliders; (2) blade; (3) plates; (4) cam; (5) drive wheels; (6) shaft; (7) sprocket.</p>
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<p>Low-speed and high-frequency working principle. The yellow represents maize straw; The blue represents plates; The green represents cam; The red represents blade.</p>
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<p>Theoretical contour lines of cams with different parameters “<span class="html-italic">n</span>”.</p>
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<p>Schematic diagram of cam mechanism movement. <span class="html-italic">Oxy</span> is a stationary coordinate system; <span class="html-italic">Ox</span><sub>1</sub><span class="html-italic">y</span><sub>1</sub> is a dynamic coordinate system; AB is the straight line where <span class="html-italic">oy</span> is located; A<sub>1</sub>B<sub>1</sub> is the straight line where <span class="html-italic">oy</span><sub>1</sub> is located; <span class="html-italic">O</span><sub>1</sub><span class="html-italic">x</span><sub>2</sub><span class="html-italic">y</span><sub>2</sub> is a moving coordinate system; <span class="html-italic">r</span><sub>0</sub> is the radius of the roller; <span class="html-italic">δ</span> is the arbitrary angular displacement through which the roller rotates; <span class="html-italic">θ</span> is the arbitrary angular displacement through which the roller rotates; <span class="html-italic">ω</span> is the angular velocity of cam rotation; <span class="html-italic">T</span> represents the coordinates of the contact point between the roller and the cam.</p>
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<p>Variation law of the pressure angle under different factors.</p>
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<p>Mechanical model of the straw chopping process.</p>
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<p>Description of a bonded sphero-cylinder model.</p>
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<p>The simulation process during operation (<b>a</b>) Front view; (<b>b</b>) top view. (1) Stubble; (2) straw; (3) chopping device; (4) blade; (5) broken straw.</p>
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<p>The simulation process during operation (<b>a</b>) Front view; (<b>b</b>) top view. (1) Stubble; (2) straw; (3) chopping device; (4) blade; (5) broken straw.</p>
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<p>Analysis of the interaction between two factors on CPR. (<b>a</b>) Influence of factor A and factor B on CPR; (<b>b</b>) influence of factor B and factor C on CPR. Different colors represent different straw CPR.</p>
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<p>Field validation experiment.</p>
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23 pages, 16741 KiB  
Article
Effects of Nanosilica on the Properties of Ultrafine Cement–Fly Ash Composite Cement Materials
by Kai Wang, Siyang Guo, Jiahui Ren, Pengyu Chen and Qihao Zhang
Nanomaterials 2024, 14(24), 1997; https://doi.org/10.3390/nano14241997 - 13 Dec 2024
Viewed by 337
Abstract
The increasing incidence of structural failures, such as cracks and collapses, in rock masses within mines, tunnels, and other civil engineering environments has attracted considerable attention among scholars in recent years. Grouting serves as a principal solution to these issues. The Renlou Coal [...] Read more.
The increasing incidence of structural failures, such as cracks and collapses, in rock masses within mines, tunnels, and other civil engineering environments has attracted considerable attention among scholars in recent years. Grouting serves as a principal solution to these issues. The Renlou Coal Mine in the Anhui Province is used as a case study to evaluate the effectiveness of nanosilica (NS) as an additive in ultrafine cement (UC), introducing a novel grouting material for practical applications. This study investigates the physical and microscopic properties of a UC–ultrafine fly ash (UFA) mixed slurry containing powdered NS. Slurries of pure UC, UFA-blended UC, and UFA-blended UC with NS were prepared, and their viscosity, water precipitation rate, and compressive strength were evaluated. Scanning electron microscopy and X-ray diffraction were used for microscopic analyses. The results showed that the addition of UFA and NS to the UC slurry induced a more compact structure with reduced porosity. It was found that the viscosity and 7 d and 28 d compressive strengths of the slurry containing 50% UFA decreased by 91%, 51%, and 29.2%, respectively, and the water separation rate increased by 306.5%. The decrease in early strength was more pronounced, and the UFA content should not exceed 25%. Compared with the slurry without NS, the viscosity and 7 d and 28 d compressive strength of the slurry containing 1.5% NS increased by 216%, 51.2%, and 37%, respectively, and the water separation rate decreased by 45%. Notably, when the NS content is 1.5%, the performance of cement slurry is improved the most, and more C-S-H gel is produced. Cement consumption costs could be lowered and slurry performance improved by replacing a part of the cement with UFA and NS. Finally, orthogonal tests were conducted to select the optimal proportions for cement grouting. The optimal blend was determined to be composed of 20% UFA and 1.5% NS, with a water–cement ratio of 0.6. The study’s results not only demonstrate that NS has a good effect on improving the performance of cement-based grouting materials but also provide new insights for the design and application of grouting support in underground engineering. Full article
(This article belongs to the Section Nanocomposite Materials)
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<p>“7<sub>3</sub>53” project overview. (<b>a</b>) Roof seepage and (<b>b</b>) rock mass cracks.</p>
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<p>Particle size distributions of materials.</p>
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<p>NS dispersion production process.</p>
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<p>Physical performance tests of cement materials. (<b>a</b>) Viscosity, (<b>b</b>) water separation rate, (<b>c</b>) test piece maintenance, and (<b>d</b>) compressive strength tests.</p>
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<p>Cement material microperformance testing devices: (<b>a</b>) scanning electron microscopy and (<b>b</b>) X-ray diffraction analysis.</p>
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<p>Outline of the entire experimental procedure.</p>
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<p>Effects of UFA and NS dosing on slurry performances: (<b>a</b>) UFA; (<b>b</b>) NS mixed with 25% UFA.</p>
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<p>The mechanism of action of UFA and NS: (<b>a</b>) cement–fly ash, and (<b>b</b>) cement–fly ash–silica fume.</p>
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<p>Effects of UFA and NS dosing on the compressive strength: (<b>a</b>) UFA and (<b>b</b>) NS mixed with 25% UFA.</p>
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<p>Cement at different UFA dosages at a curing age of 28 d. (<b>a</b>) Pure cement (1000×), (<b>b</b>) pure cement (5000×), (<b>c</b>) cement with 25% UFA (1000×), (<b>d</b>) cement with 25% UFA (5000×), (<b>e</b>) cement with 50% UFA (1000×), and (<b>f</b>) cement with 50% UFA (5000×).</p>
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<p>Cement with different NS dosages at 28 d maintenance age. (<b>a</b>) Cement with 0.5% NS (1000×), (<b>b</b>) cement with 0.5% NS (5000×), (<b>c</b>) cement with 1% NS (1000×), (<b>d</b>) cement with 1% NS (5000×), (<b>e</b>) cement with 1.5% NS (1000×), and (<b>f</b>) cement with 1.5% NS (5000×).</p>
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<p>X-ray diffraction (XRD) patterns of hydrated cement at (<b>a</b>) 7 d and (<b>b</b>) 28 d.</p>
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<p>X-ray diffraction (XRD) patterns of hydrated cement at (<b>a</b>) 7 d and (<b>b</b>) 28 d.</p>
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<p>Orthogonal test results: (<b>a</b>) viscosity, (<b>b</b>) water separation rate, (<b>c</b>) setting time, and (<b>d</b>) compressive strength.</p>
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<p>Effects of UFA, NS, and W/C on the slurry performances: (<b>a</b>) viscosity, (<b>b</b>) water precipitation rate, (<b>c</b>) setting time, and (<b>d</b>) compressive strength.</p>
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<p>Project overview: (<b>a</b>) “7<sub>3</sub>53” working face plan and (<b>b</b>) rock comprehensive column chart.</p>
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<p>Deformations of the two sidewalls and deformations of the top and bottom plates: (<b>a</b>) before grouting and (<b>b</b>) after grouting.</p>
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14 pages, 2670 KiB  
Article
Analysis of the Effectiveness of Multifrequency OFDM Systems with a Constant Envelope in a Hydroacoustic Simulator and During In Situ Tests
by A. Yu. Rodionov, L. G. Statsenko, A. A. Chusov, D. A. Kuzin and M. M. Smirnova
Acoustics 2024, 6(4), 1140-1153; https://doi.org/10.3390/acoustics6040062 - 12 Dec 2024
Viewed by 280
Abstract
The key elements in the operation of modern underwater robotic systems are hydroacoustic communication and navigation systems. Hydroacoustic data transmission channels are designed in such a way that the transmitted information signals must be resistant to various types of interference and distortion, even [...] Read more.
The key elements in the operation of modern underwater robotic systems are hydroacoustic communication and navigation systems. Hydroacoustic data transmission channels are designed in such a way that the transmitted information signals must be resistant to various types of interference and distortion, even without preliminary estimates of the channel parameters, due to their significant non-stationarity because of the roughness of the sea surface, currents, and the movement of underwater vehicles. Furthermore, due to the high mobility of underwater vehicles, the transmission time of navigation signals and necessary information packets must be significantly reduced, which can negatively affect the noise immunity of the packages. For these purposes, digital wideband signals and orthogonal frequency division multiplexing (OFDM) are widely used; however, a number of significant drawbacks of these types of modulations often do not allow for the forming of a reliable channel for transmitting information, and for the navigation of mobile underwater systems. Unfortunately, this problem is not comprehensively presented in the literature. The authors propose to use the algorithm of digital data transmission based on the OFDM constant envelope multifrequency modulation (CE-OFDM) with differential symbol coding, which is suitable for non-stationary hydroacoustic environments. The presented algorithm, due to the minimization of the signal peak factor, can improve the signal-to-noise ratio at the receiving end by 5–10 dB, with a number of other advantages, over the classical OFDM method. The authors also numerically found groups of short binary sequences from 14–55 elements long, with the best autocorrelation properties for the formation of synchronization and navigation preambles with high noise immunity to Doppler and multipath effects that are characteristic of the hydroacoustic communication channel. The proposed algorithms were tested on the certain channel models on the Watermark acoustic simulator, as well as in shallow water at distances up to 2 km. Full article
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<p>Problem areas of hydroacoustic communication for modern RTCs.</p>
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<p>Comparison of the ACF of two code sequences with a length of 15 elements, as follows: a non-periodic M-sequence 011010111000110 (blue) and a new code 000001110011010 (red) with sidelobe levels of ±4 and ±2 bits, respectively.</p>
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<p>Search time periods of 33-bit codes given different requirements to maximally allowed lobes of autocorrelation (<span class="html-italic">M<sub>A</sub></span>) and mutual correlation (<span class="html-italic">M<sub>V</sub></span>) sidelobe levels.</p>
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<p>Autocorrelation functions of the 4 obtained (<span class="html-italic">K</span> = 4) 28-element sequences with sidelobe levels not exceeding ±2 bits.</p>
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<p>Parameters of the hydroacoustic communication channel of NCS1 (540 m) (<b>a</b>) Channel impulse response, (<b>b</b>) Doppler shift in time domain (yellow dots—intensity 0 dB, red shade—intensity below –10 dB, blue—below –16 dB), (<b>c</b>) Channel phase (gray lines—phase shift in the channel in the next two 32-second time intervals), (<b>d</b>) Channel doppler spectrum.</p>
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<p>BER level for the CE-OFDM and OFDM methods in the NCS1 Watermark channel.</p>
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<p>Experimental setup, receiving module, and vertical profile of sound speed distribution.</p>
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<p>Response envelopes of a synchronizing matched filter to a 28-element preamble (black, autocorrelation function) and to a received preamble signal (blue), at a distance of 1000 m in an underwater hydroacoustic channel. Preamble duration is 7 ms.</p>
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19 pages, 11399 KiB  
Article
Design and Experiment of Oblique Stubble-Cutting Side-Throwing Anti-Blocking Device for No-Tillage Seeder
by Awei Zhu, Chengtao Xu, Yanfen Liu, Jiasheng Wang and Xiaodong Tan
Agriculture 2024, 14(12), 2250; https://doi.org/10.3390/agriculture14122250 - 8 Dec 2024
Viewed by 506
Abstract
Aiming at the problem of the wheat straw and stubble of the previous crop blocking the opener during the operation of the summer peanut no-tillage seeder under straw incorporation modes, an oblique stubble-cutting and side-throwing anti-blocking device that can simultaneously cut the stubble [...] Read more.
Aiming at the problem of the wheat straw and stubble of the previous crop blocking the opener during the operation of the summer peanut no-tillage seeder under straw incorporation modes, an oblique stubble-cutting and side-throwing anti-blocking device that can simultaneously cut the stubble and throw the straw was designed. The structure and working principle of the device were clarified, and the key structure of the anti-blocking device was designed through theoretical analysis. According to the kinematics analysis of the rotary blade cutting and throwing of the root–soil composite, the key factors affecting the operation quality of the device and the range of values were determined. The quadratic orthogonal rotation combination design test was carried out with the motion inclination angle, bending angle, and advancing velocity as the test factors, and the straw clearance rate, stubble-cutting rate, and operation power consumption as the indexes. The discrete element simulation test was carried out in EDEM. The significance test of the test results was carried out in Design-Expert, and the influence of each factor on the test index and the interaction between the factors were determined. Then the regression model was optimized by multi-objective function, and the optimal parameter combination was obtained as follows: The motion inclination angle was 22°, the bending angle was 58°, and the advance velocity was 7.7 km/h. At this time, the straw clearance rate of the seedling belt was 92.55%, the root stubble-cutting rate was 95%, and the operation power consumption was 1.80 kW. The field test shows that the machine had good passing capacity, the straw clearance rate of the seedling belt was 91.04%, the root stubble-cutting rate was 92.98%, and the operation power consumption of the single group of stubble cutting device was 1.92 kW. The difference between the field test results and the simulation test was less than 6%, which met the local agronomic requirements and proved that the anti-blocking device had good operation quality. Full article
(This article belongs to the Section Agricultural Technology)
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<p>Structure diagram of the oblique stubble-breaking anti-blocking device: 1. depth limiting wheel; 2. transmission chain; 3. gearbox positioning tube; 4. rotary blade group; 5. reducer drive shaft; 6. reducer; 7. triangular frame; 8. lower drive shaft; 9. gearbox; 10. upper drive shaft; 11. gear transmission system.</p>
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<p>Velocity analysis of the anti-blocking device.</p>
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<p>Rotary blade vertex “<span class="html-italic">m</span>” motion trajectory.</p>
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<p>Working principle diagram of stubble-breaking parts of the anti-blocking device. (A is the intersection point of two groups of rotary blades on the space extension line; B and C are the endpoints of the maximum distance that can be opened by two sets of rotary blades).</p>
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<p>Force analysis of the rotary blade cutting stubble.</p>
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<p>Rotary blade stubble-throwing kinematics analysis.</p>
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<p>Simulation of the particle model structure: (<b>a</b>) wheat root model; (<b>b</b>) simulated granular bed structure; (1) red-wheat root particle model; (2) yellow-straw particle model; (3) yellow green-soil particle model.</p>
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<p>Simulation operation process: (<b>a</b>) before operation; (<b>b</b>) in operation; (<b>c</b>) after operation.</p>
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<p>Response surface diagram (<b>a</b>) The influence of bending angle and advance velocity or motion inclination angle on the straw clearance rate; (<b>b</b>) The influence of advance velocity and motion inclination angle or bending angle on the stubble breaking rate; (<b>c</b>) The influence of motion inclination angle and bending angle or advance velocity on the operation power consumption.</p>
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<p>Surface conditions after wheat harvest.</p>
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<p>Dynamic torque tester.</p>
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<p>Surface conditions after operation of the anti-blocking device.</p>
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22 pages, 19748 KiB  
Article
The Effect of Ultrasonic Vibration on the 3D Printing Fabrication and Grinding Performance of Structured CBN Grinding Wheel
by Zixuan Wang, Zhenshuai Li, Yang Zhao, Ji Zhao, Jiahui Du, Tianbiao Yu and Jun Zhao
Materials 2024, 17(23), 5985; https://doi.org/10.3390/ma17235985 - 6 Dec 2024
Viewed by 356
Abstract
The abrasives of traditional grinding wheels are usually randomly arranged on the substrate, reducing the number of effective abrasive grains involved in the machining during the grinding process. However, there are some problems such as uneven distribution of chip storage space, high grinding [...] Read more.
The abrasives of traditional grinding wheels are usually randomly arranged on the substrate, reducing the number of effective abrasive grains involved in the machining during the grinding process. However, there are some problems such as uneven distribution of chip storage space, high grinding temperature, and easy surface burn. In trying to address this issue, an ultrasonic vibration 3D printing method is introduced to fabricate the structured CBN (Cubic Boron Nitride) grinding wheel. The effects of the fabricated process parameters, overlap rate, scanning path, and ultrasonic amplitude were analyzed. The effects of laser power, scanning speed, and powder disk rotation speed on the topography of the printing layer were analyzed by orthogonal tests. The obtained data were input into the GA-BP (Genetic Algorithm-Back Propagation) neural network for training, and the trained model was utilized to derive the optimal process parameters. Then, the experiments were carried out to optimize the overlap rate and the scanning path. The effect of ultrasonic vibration amplitude on the surface topography and the microhardness of the printing layer was observed and investigated. The structured CBN grinding wheels were fabricated using the optimal parameters, and the performance of the grinding wheels was evaluated. The workpiece surface roughness ground by the grinding wheel fabricated with ultrasonic vibration was smaller than that without ultrasonic vibration, and a better workpiece surface quality was obtained. Full article
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<p>The topography of CBN-980T abrasive grains.</p>
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<p>Ultrasonic-vibration-assisted 3D printing schematics of structured grinding wheels.</p>
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<p>The cross-sectional topography of the printing layer (Scanning mode: XYZ fast scanning + color; Image size [pixels]: 1024 × 1024; Image size [um]: 1281 × 1285 for 1–19, 21–22, 24–25 and 2630 × 2580 for 20, 23; Objective: MPLFLN10 for 1–19, 21–22, 24–25 and MPLFLN5 for 20, 23; Zoom: 1×).</p>
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<p>The BP neural network structure.</p>
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<p>The comparison of predictive and desired outcomes: (<b>a</b>) the height of printing layer; (<b>b</b>) the width of printing layer; (<b>c</b>) the depth of printing layer.</p>
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<p>The overlap schematic diagram of printing layer.</p>
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<p>The effect of different overlap ratios on the printing layer: (<b>a</b>) a small overlap ratio; (<b>b</b>) a large overlap ratio; (<b>c</b>) a moderate overlap ratio.</p>
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<p>The cross-sectional topography of the printing layer with different center distances: (<b>a</b>) 0.5 mm; (<b>b</b>) 0.6 mm; (<b>c</b>) 0.7 mm; (<b>d</b>) 0.8 mm; (<b>e</b>) 0.9 mm.</p>
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<p>The schematic diagram of different scanning paths: (<b>a</b>) unidirectional scanning; (<b>b</b>) round-trip scanning; (<b>c</b>) scanning from the outside in.</p>
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<p>The cross-sectional topography of the printing layer with different scanning paths: (<b>a</b>) unidirectional scanning; (<b>b</b>) round-trip scanning (Scanning mode: XYZ fast scanning + color; Image size [pixels]: 3706 × 1024; Image size [um]: 9520 × 2580; Objective: MPLFLN5; Zoom: 1×); (<b>c</b>) scanning from the outside in (Scanning mode: XYZ fast scanning + color; Image size [pixels]: 3698 × 1023; Image size [um]: 9499 × 2578; Objective: MPLFLN5; Zoom: 1×).</p>
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<p>The surface topography of the printing layer with different power ratios: (<b>a</b>) r = 0%; (<b>b</b>) r = 10%; (<b>c</b>) r = 20%; (<b>d</b>) r = 30%; (<b>e</b>) r = 40%; (<b>f</b>) r = 50%.</p>
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<p>The microhardness values with different ultrasonic amplitudes (power ratios).</p>
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<p>The design of structured grinding wheel: (<b>a</b>) designed structure; (<b>b</b>) PQ art trajectory programming.</p>
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<p>The fabrication process of the CBN grinding wheel.</p>
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<p>The 3D printed structured CBN grinding wheel: (<b>a</b>) without ultrasonic vibration; (<b>b</b>) with ultrasonic vibration.</p>
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<p>The grinding process with fabricated CBN grinding wheel: (<b>a</b>) the grinding process using a CNC machining center; (<b>b</b>) the fabricated structured CBN grinding wheel.</p>
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<p>The microstructure of the ground surface (<b>a</b>) without ultrasonic vibration; (<b>b</b>) with ultrasonic vibration.</p>
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<p>The microstructure of the ground surface (<b>a</b>) without ultrasonic vibration; (<b>b</b>) with ultrasonic vibration.</p>
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20 pages, 8094 KiB  
Article
A Study of the Impacts of Different Opening Arrangements of Double-Skin Façades on the Indoor Temperatures of a Selected Building
by Qing Sun, Junwei Song, Ying Yu, Hongbo Ai and Long Zhao
Buildings 2024, 14(12), 3893; https://doi.org/10.3390/buildings14123893 - 5 Dec 2024
Viewed by 448
Abstract
The aim of this study is to evaluate the indoor temperature of a double-skin façades (DSF) high-rise building in Xi’an under different window opening arrangements, and to assess their impact on the operating time of the air-conditioning system. Compared to conventional buildings, double-skin [...] Read more.
The aim of this study is to evaluate the indoor temperature of a double-skin façades (DSF) high-rise building in Xi’an under different window opening arrangements, and to assess their impact on the operating time of the air-conditioning system. Compared to conventional buildings, double-skin façade (DSF) buildings can reduce energy consumption. While current research trends focus primarily on heat transfer and materials, there is limited exploration of window opening arrangements. To address this gap, VENT engineering software 2018 was used to simulate indoor temperatures at various window opening angles and determine the optimal arrangement. Additionally, the extreme random tree (ET) algorithm was employed to develop a model for indoor temperature prediction. Climate data were sourced from an online database and processed using the Spearman correlation coefficient method. Window opening arrangements were designed using orthogonal tests, and the performance of the DSF was evaluated with computational fluid dynamics (CFD) software (Fluent) 2023R1. An analysis of temperature variation in the double-skin façade (DSF) curtain wall revealed that the ET algorithm predicted indoor temperatures with 93% accuracy at a 50° window opening angle. Optimal window opening arrangement 2 resulted in a 2.7% reduction in the average interior temperature, a 3.6% reduction at a height of 1.2 m, and a decrease in air-conditioning runtime by 1.33 h. The extreme random tree (ET) algorithm was found to be more accurate than other methods in predicting DSF performance. These findings provide insights for optimizing the control and application of double-skin façades and suggest potential synergies with other systems. Full article
(This article belongs to the Section Building Energy, Physics, Environment, and Systems)
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<p>DSF system classification diagram.</p>
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<p>DSF system diagram: (<b>a</b>) orientation of the research object on the 14th floor; (<b>b</b>) elevation structure diagram of DSF; (<b>c</b>) photograph of interior DSF; (<b>d</b>) DSF cavity diagram.</p>
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<p>Average high and low temperatures in Xi’an.</p>
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<p>Flowchart of the main methodology.</p>
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<p>ET algorithm flowchart.</p>
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<p>Overall plan structure of the model and modeling effects: (<b>a</b>) plan structure of the room and DSF; (<b>b</b>) modeling effects of the room and DSF.</p>
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<p>Heat map of weather factors before processing.</p>
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<p>Heat map of weather factors after processing.</p>
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<p>Indoor temperatures at different opening angles from May to August: (<b>a</b>) 0° and 20° angles; (<b>b</b>) 50° and 70° angles.</p>
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<p>Comparison of indoor and outdoor temperatures in a typical week in summer.</p>
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<p>ET algorithm predicts different kinds of indoor temperature results: (<b>a</b>) the prediction results of the sample; (<b>b</b>) confusion matrix of ET algorithm.</p>
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<p>The average temperature curves at 1.2 m height indoors under different window-opening arrangements.</p>
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<p>Temperature cloud at 1.2 m height plane under window-opening arrangement 1 and window-opening arrangement 2: (<b>a</b>) window-opening arrangement 1; (<b>b</b>) window-opening arrangement 2.</p>
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<p>A 1.2 m velocity cloud image under different window-opening arrangements: (<b>a</b>) window-opening arrangement 1; (<b>b</b>) window-opening arrangement 2.</p>
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<p>Average temperature curves of internal curtain walls under different window-opening arrangements.</p>
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<p>Temperature distribution of the interior curtain wall under window-opening arrangements 1, 2, and 8: (<b>a</b>) window-opening arrangement 1; (<b>b</b>) window-opening arrangement 2; (<b>c</b>) window-opening arrangement 8.</p>
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<p>Average indoor temperature curves under different window-opening arrangements.</p>
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<p>Average indoor temperature profile after extending the simulation time for window-opening arrangement 2.</p>
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15 pages, 2266 KiB  
Article
Optimizing Cement Content in Controlled Low-Strength Soils: Effects of Water Content and Hydration Time
by Yilian Luo, Liangwei Jiang, Libing Qin, Qiang Luo, David P. Connolly and Tengfei Wang
Materials 2024, 17(23), 5915; https://doi.org/10.3390/ma17235915 - 3 Dec 2024
Viewed by 423
Abstract
The Ethylene Diamine Tetra-acetic Acid (EDTA) titration test is widely used for determining cement content, but its reliability is influenced by the hydration process of cement, which is affected by factors such as water content and hydration time. Despite their importance, these factors [...] Read more.
The Ethylene Diamine Tetra-acetic Acid (EDTA) titration test is widely used for determining cement content, but its reliability is influenced by the hydration process of cement, which is affected by factors such as water content and hydration time. Despite their importance, these factors have received limited attention in existing research. This study explores the relationships between the volume of titrant required for stabilization, cement content, water content, and hydration time. Using a regression orthogonal test, the primary and secondary relationships, as well as the interdependencies among these factors, are analyzed. Results reveal a negative linear relationship between the titrant volume and both water content and hydration time. Cement content, water content, and hydration time are identified as the most significant factors, with minimal interdependencies observed. Within the test parameters, calculated values exhibit an error margin below 2.4%. Deviations of 2.9% in water content and 86 min in hydration time correspond to an approximate 0.5% change in cement content. These findings offer valuable insights for optimizing cement content detection in Controlled Low-Strength Material (CLSM) mixes, promoting more sustainable construction practices. Full article
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<p>EDTA titration test: (<b>a</b>) Procedure; (<b>b</b>) Reagent preparation; (<b>c</b>) Phenomena observed during testing.</p>
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<p>Orthogonal experimental design.</p>
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<p>Relationship between volume of titrant used (<span class="html-italic">V</span>) and cement content (<span class="html-italic">C</span>).</p>
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<p>Relationship between volume of titrant used (<span class="html-italic">V</span>) and water content (<span class="html-italic">W</span>).</p>
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<p>Relationship between volume of titrant used (<span class="html-italic">V</span>) and hydration time (<span class="html-italic">T</span>).</p>
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<p>Variation in cement content detection error (Δ<span class="html-italic">c</span>) with changes in water content (Δ<span class="html-italic">w</span>) and hydration time (Δ<span class="html-italic">t</span>).</p>
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14 pages, 5593 KiB  
Article
Influence of Selected Factors of Vibratory Work Hardening Machining on the Properties of CuZn30 Brass
by Damian Bańkowski, Anna Kiljan, Irena M. Hlaváčová and Piotr Młynarczyk
Materials 2024, 17(23), 5913; https://doi.org/10.3390/ma17235913 - 3 Dec 2024
Viewed by 364
Abstract
The purpose of this study was to determine the effect of selected vibratory strengthening machining factors on the properties of CuZn30 brass. Vibratory strengthening machining was carried out using metal media dedicated to polishing processes, which also contributed to strengthening the treated surfaces. [...] Read more.
The purpose of this study was to determine the effect of selected vibratory strengthening machining factors on the properties of CuZn30 brass. Vibratory strengthening machining was carried out using metal media dedicated to polishing processes, which also contributed to strengthening the treated surfaces. The test samples were cut with an abrasive water jet and recrystallized to obtain a soft microstructure. An orthogonal, two-factor five-level plan was used for the study. The effect of vibration frequency and vibratory machining time on selected changes in parameters of the geometric structure of the surface and hardness of the surface layer was determined using Statistica software version 10 (64-bit). Higher vibration frequencies for vibratory machining increased the hardness of machined surfaces by as much as 50 HV0.02. The arithmetic mean deviation of the height of surface irregularities from the reference plane, Sa, decreases with increasing the time of vibratory machining. A value of Sa = 0.168 µm was obtained after 87 min of consolidation, compared to an initial surface of Sa = 0.65 µm. Full article
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<p>Microphotographs of brass (CuZn30) after plastic working, annealing and vibratory work hardening.</p>
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<p>Location of test points (systems in the adopted plan).</p>
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<p>Isometric views of the measured surfaces: (<b>a</b>) after softening heat treatment; (<b>b</b>) after 87 min of vibration hardening treatment.</p>
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<p>Pareto chart for vibration machining (<b>a</b>) HV; (<b>b</b>) S<sub>a</sub>.</p>
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<p>Residual analysis for the HV model of vibratory work hardening machining (<b>a</b>) normal plot of residuals; (<b>b</b>) residuals relative to predicted values; (<b>c</b>) residuals relative to the order of the experiment performed.</p>
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<p>Residual analysis for the S<sub>a</sub> model of vibratory work hardening machining (<b>a</b>) normal plot of residuals; (<b>b</b>) residuals relative to predicted values; (<b>c</b>) residuals relative to the order of the experiment performed.</p>
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<p>Plots of the experimental value and model RSM: (<b>a</b>) S<sub>a</sub>; (<b>b</b>) HV<sub>0.02</sub>.</p>
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<p>Estimated hardness changes as a function of frequency and time of vibratory work hardening machining.</p>
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<p>Estimated S<sub>a</sub> changes as a function of frequency and time of vibratory work hardening machining.</p>
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<p>Estimated S<sub>p</sub> changes as a function of frequency and time of vibratory work hardening machining.</p>
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<p>Estimated S<sub>z</sub> changes as a function of frequency and time of vibratory work hardening machining.</p>
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<p>Estimated S<sub>ku</sub> changes as a function of frequency and time of vibratory work hardening machining.</p>
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<p>Estimated S<sub>sk</sub> changes as a function of frequency and time of vibratory work hardening machining.</p>
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27 pages, 9328 KiB  
Article
Aspherical Surface Wavefront Testing Based on Multi-Directional Orthogonal Lateral Shearing Interferometry
by Yahui Zhu, Ailing Tian, Hongjun Wang and Bingcai Liu
Sensors 2024, 24(23), 7714; https://doi.org/10.3390/s24237714 - 2 Dec 2024
Viewed by 377
Abstract
To overcome the limitations of phase sampling points in testing aspherical surface wavefronts using traditional interferometers, we propose a high-spatial-resolution method based on multi-directional orthogonal lateral shearing interferometry. In this study, we provide a detailed description of the methodology, which includes the theoretical [...] Read more.
To overcome the limitations of phase sampling points in testing aspherical surface wavefronts using traditional interferometers, we propose a high-spatial-resolution method based on multi-directional orthogonal lateral shearing interferometry. In this study, we provide a detailed description of the methodology, which includes the theoretical foundations and experimental setup, along with the results from simulations and experiments. By establishing a relational model between the multi-directional differential wavefront and differential Zernike polynomials, we demonstrate high-spatial-resolution wavefront reconstruction using multi-directional orthogonal lateral shearing interferometry. Theoretical calculations and simulations of aspherical surface wavefront testing are followed by experimental verification on an aspherical surface with a known asphericity. Comparing the measurement results with those from the LuphoScan profilometer, we achieve a relative measurement error with an RMS precision better than λ/100. Full article
(This article belongs to the Special Issue Advanced Sensing Technology in Optical Coherence Tomography)
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<p>The principal diagram of multi-directional orthogonal lateral shearing interferometry (The arrow represents the light propagation direction).</p>
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<p>Fringe feature distribution in orthogonal lateral shearing interferometry. (<b>a1</b>) Wavefront position distribution map in orthogonal lateral shearing interferometry. (<b>a2</b>) Orthogonal shearing fringe pattern corresponding to (<b>a1</b>). (<b>b1</b>) Wavefront spatial distribution diagram with the DBC-BD system rotated 45° around the <span class="html-italic">z</span>-axis. (<b>b2</b>) Orthogonal shearing fringe pattern corresponding to (b1).</p>
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<p>Schematic diagram of retrace error generated by aspherical surface testing.</p>
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<p>Schematic diagram of the optimal spherical surface for concave aspherical surfaces (The red dotted line represents incident light and green dotted line represents reflected light).</p>
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<p>Schematic diagram of the ray tracing for solving the deviation of aspherical surfaces.</p>
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<p>Optical path diagram of multi-directional orthogonal lateral shearing interferometry.</p>
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<p>Experimental setup of multi-directional orthogonal lateral shearing interferometry.</p>
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<p>Original wavefront of the simulated aspherical surface.</p>
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<p>Simulation results of orthogonal lateral shearing interferograms: (<b>a</b>) 0° and 90°, (<b>b</b>) 15° and 105°, (<b>c</b>) 30° and 120°, (<b>d</b>) 45° and 135°, and (<b>e</b>) 60° and 150°.</p>
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<p>Simulation reconstruction results: (<b>a</b>) orthogonal lateral shearing interferogram at 0° and 90°, (<b>b</b>) fitted wavefront at 0° and 90°, (<b>c</b>) fitting residual at 0° and 90°, (<b>d</b>) orthogonal lateral shearing interferogram at 45° and 135°, and (<b>e</b>) fitted wavefront at 45° and 135°, (<b>f</b>) fitting residual at 45° and 135°.</p>
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<p>OPD, defocus, and wavefront deviation obtained through simulation fitting: (<b>a</b>) OPD obtained by ray tracing, (<b>b</b>) defocus error, and (<b>c</b>) wavefront deviation of the ideal aspherical surface relative to the optimal spherical surface.</p>
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<p>(<b>a</b>) Wavefront deviation of the paraboloid surface relative to the optimal spherical surface: (<b>b</b>) deviation of the aspherical surface relative to the design value.</p>
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<p>The aspherical mirror under test with 4 μm asphericity.</p>
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<p>Orthogonal lateral shearing interferograms obtained from experiments in different directions: (<b>a</b>) 0°, (<b>b</b>) 45°, and (<b>c</b>) 120°.</p>
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<p>Wavefront reconstruction results from the experiment in orthogonal shear directions: (<b>a</b>) 0°; (<b>b</b>) 0° and 45°; and (<b>c</b>) 0°, 45°, and 120°.</p>
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<p>OPD, defocus, and surface deviation obtained through fitting: (<b>a</b>) OPD obtained by ray tracing, (<b>b</b>) defocus error, and (<b>c</b>) wavefront deviation of the ideal aspherical surface relative to the optimal spherical surface.</p>
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<p>The wavefront deviation of the aspherical surface relative to the design value: (<b>a</b>) 0°, (<b>b</b>) 0° and 45°, and (<b>c</b>) 0°, 45°, and 120°.</p>
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<p>The aspherical mirror under test with 10.3185 μm asphericity.</p>
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<p>Orthogonal lateral shearing interferograms obtained from experiments in different directions: (<b>a</b>) 0°, (<b>b</b>) 45°, and (<b>c</b>) 120°.</p>
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<p>Wavefront reconstruction results of the experiment for orthogonal shear directions: (<b>a</b>) 0°, (<b>b</b>) 0° and 45°, and (<b>c</b>) 0°, 45°, and 120°.</p>
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<p>OPD, defocus, and surface deviation obtained through fitting: (<b>a</b>) OPD obtained by ray tracing, (<b>b</b>) defocus error, and (<b>c</b>) wavefront deviation of the ideal aspherical surface relative to the optimal spherical surface.</p>
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<p>The wavefront deviation of the aspherical surface relative to the design value: (<b>a</b>) 0°, (<b>b</b>) 0° and 45°, and (<b>c</b>) 0°, 45°, and 120°.</p>
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<p>The wavefront deviation of the paraboloid surface relative to the design value: (<b>a</b>) measurement results from the Luphoscan, and (<b>b</b>) test results from the multi-directional orthogonal lateral shearing interferometry.</p>
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<p>Profilograms were obtained from the arrays of digital data for an aspherical surface with an asphericity of 4 μm.</p>
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<p>The wavefront deviation of the paraboloid surface relative to the design value: (<b>a</b>) measurement results from the Luphoscan, and (<b>b</b>) test results from the multi-directional orthogonal lateral shearing interferometry.</p>
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<p>Profilograms were obtained from the arrays of digital data for an aspherical surface with an asphericity of 10.3185 μm.</p>
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<p>The wavefront deviation for the algorithms designed to improve accuracy is shown for aspherical surfaces with asphericities (<b>a</b>) 4 μm and (<b>b</b>) 10.3185 μm.</p>
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<p>Original wavefront error of the aspherical surface is attached.</p>
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<p>Calculation results for the simulated aspherical surface are shown as follows: (<b>a</b>) simulated interferogram, (<b>b</b>) original wavefront, (<b>c</b>) reconstructed wavefront, and (<b>d</b>) residual error.</p>
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10 pages, 1681 KiB  
Article
Simulating Water Invasion Dynamics in Fractured Gas Reservoirs
by Yueyang Li, Enli Zhang, Ping Yue, Han Zhao, Zhiwei Xie and Wei Liu
Energies 2024, 17(23), 6055; https://doi.org/10.3390/en17236055 - 2 Dec 2024
Viewed by 285
Abstract
The Longwangmiao Formation gas reservoir in the Moxi block of the Sichuan Basin is a complex carbonate reservoir characterized by a low porosity and permeability, strong heterogeneity, developed natural fractures, and active water bodies. The existence of natural fractures allows water bodies to [...] Read more.
The Longwangmiao Formation gas reservoir in the Moxi block of the Sichuan Basin is a complex carbonate reservoir characterized by a low porosity and permeability, strong heterogeneity, developed natural fractures, and active water bodies. The existence of natural fractures allows water bodies to easily channel along these fractures, resulting in a more complicated mechanism and dynamic law of gas-well water production, which seriously impacts reservoir development. Therefore, a core-based simulation experiment was designed for oil–water two-phase flow. Three main factors influencing the water production of the gas reservoir, namely fracture permeability, fracture penetration, and water volume multiple, were analyzed using the orthogonal test method. The experimental results showed that the influences of the experimental parameters on the recovery factor and average water production can be ranked as water volume multiple > fracture penetration > fracture permeability, with the influence of the water volume multiple being slightly greater than that of the other two parameters. It provides a certain theoretical basis for water control of the gas reservoir. Full article
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<p>Experimental setup for water invasion mechanism.</p>
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<p>Diagnostic curves of water production patterns.</p>
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<p>Effects of experimental parameters on recovery factor (R).</p>
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<p>Effects of experimental parameters on average water–gas ratio (WGR).</p>
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<p>Effects of experimental parameters on pressure at water breakthrough.</p>
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<p>Effects of experimental parameters on average gas production (Q<sub>g</sub>).</p>
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<p>Effects of experimental parameters on average water production (Q<sub>w</sub>).</p>
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19 pages, 5764 KiB  
Article
Optimization Design and Experimental Study of Solid Particle Spreader for Unmanned Aerial Vehicle
by Linhuan Zhang, Ruirui Zhang, Tongchuan Yi, Danzhu Zhang, Chenchen Ding, Mingqi Wu and Ryozo Noguchi
Drones 2024, 8(12), 726; https://doi.org/10.3390/drones8120726 - 1 Dec 2024
Viewed by 470
Abstract
This study designed and investigated a solid particle spreader, as well as parameter optimization and experimental for a groove wheel, to mitigate the problems of low uniformity and poor control accuracy of solid particulate material UAV spreading. The discrete element method was used [...] Read more.
This study designed and investigated a solid particle spreader, as well as parameter optimization and experimental for a groove wheel, to mitigate the problems of low uniformity and poor control accuracy of solid particulate material UAV spreading. The discrete element method was used to simulate and analyze the displacement range and stability of each grooved wheel at low speeds. Furthermore, orthogonal regression and response surface analyses were used to analyze the influence of each factor on the stability of the discharge rate and pulsation amplitude. The results showed that the helix angle, sharpness, and length of the groove significantly influenced the application performance, whereas the number of grooves had no significant influence. The groove shape was eccentric, the helix angle was 50°, the length was 35 mm, and the number of grooves was 7. Additionally, the bench test results showed that in the range of 10–60 rpm, the relative deviation of the discharging rate between the simulation and bench test is from 0.47% to 10.39%, and the average relative deviation is 3.93%. Between the groove wheel rotation speed and discharge rate, R2 was 0.991, and the adjustable range of the discharge amount was between 3.68 and 23.43 g/s. The minimum and maximum variation coefficients of the average discharge rate among individual applicators were 1.01% and 2.79%, respectively, whereas the standard deviations were 0.09 and 0.46 g/s, respectively. In conclusion, the discharge stability and adjustable range of the spreader using the optimized groove wheel satisfied the requirements for solid particulate material discharge. Full article
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<p>UAV-based particulate material spreading system.</p>
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<p>Structure of the particulate unit spreader.</p>
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<p>Structure of the discharging apparatus.</p>
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<p>Section view of three typical groove wheels: (<b>a</b>) circular-arc type, (<b>b</b>) eccentric-arc type, and (<b>c</b>) circumscribed-arc type.</p>
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<p>Force analyzing particulates in the helix groove: (<b>a</b>) particle force analysis, (<b>b</b>) particles and pane force analysis.</p>
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<p>Circumferential and axial force of particulates under different helix angles.</p>
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<p>Simulation model of the discharge apparatus.</p>
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<p>Two-factor response surface of discharge apparatus performance: (<b>a</b>) groove shape and helix angle interaction, (<b>b</b>) groove helix angle and number interaction, (<b>c</b>) groove helix angle and length interaction, (<b>d</b>) groove shape and number interaction, (<b>e</b>) groove shape and length interaction, and (<b>f</b>) groove length and number interaction.</p>
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<p>Two-factor response surface of discharge apparatus performance: (<b>a</b>) groove shape and helix angle interaction, (<b>b</b>) groove helix angle and number interaction, (<b>c</b>) groove helix angle and length interaction, (<b>d</b>) groove shape and number interaction, (<b>e</b>) groove shape and length interaction, and (<b>f</b>) groove length and number interaction.</p>
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<p>Simulated discharging amount at different groove wheel rotation speeds.</p>
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<p>Discharge apparatus performance evaluation experiments.</p>
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<p>Relationship between the discharge rate and groove wheel rotation speed.</p>
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<p>Coefficient of variation and standard deviation of spreader units.</p>
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16 pages, 8249 KiB  
Technical Note
Impact Analysis of Orthogonal Circular-Polarized Interference on GNSS Spatial Anti-Jamming Array
by Ke Zhang, Xiangjun Li, Lei Chen, Zengjun Liu and Yuchen Xie
Remote Sens. 2024, 16(23), 4506; https://doi.org/10.3390/rs16234506 - 1 Dec 2024
Viewed by 413
Abstract
With the continuous advancement of electromagnetic countermeasures, new types of interference signals (e.g., multi-polarization suppression interference) pose a significant threat to conventional Global Navigation Satellite System (GNSS) services, even when the receiver employs a right-handed circularly polarized (RHCP) anti-jamming array. This paper proposes [...] Read more.
With the continuous advancement of electromagnetic countermeasures, new types of interference signals (e.g., multi-polarization suppression interference) pose a significant threat to conventional Global Navigation Satellite System (GNSS) services, even when the receiver employs a right-handed circularly polarized (RHCP) anti-jamming array. This paper proposes a receiving signal model for orthogonal circularly polarized (OCP) interference signals based on conventional arrays, following an analysis of the non-ideal characteristics of actual arrays. Furthermore, the mechanism by which OCP interference signals affect anti-jamming performance is examined. Power inversion (PI) and linear constrained minimum variance (LCMV) techniques, applied to both uniform linear arrays and central circular arrays, are utilized to verify the impact of these interference signals. Simulation and physical testing demonstrate that OCP interference significantly affects the interference subspace of the conventional RHCP array, potentially leading to a reduction in the anti-jamming performance of the receiver. To effectively suppress multi-polarization interference, anti-jamming GNSS receivers must either ensure the consistency of cross-polarization among the elements of the array or adopt polarization-sensitive arrays. Full article
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<p>Array signal processing architecture.</p>
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<p>Patch antenna and its radiation characteristics: (<b>a</b>) patch antenna; (<b>b</b>) S11 parameter; (<b>c</b>) gain pattern; (<b>d</b>) cross-polarization gain pattern.</p>
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<p>Seven-element patch array: (<b>a</b>) uniform linear array; (<b>b</b>) central circular array.</p>
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<p>Characteristics of cross-polarization pattern: (<b>a</b>) uniform linear array with spacing 0.5 times of wave; (<b>b</b>) uniform linear array with spacing 0.4 times of wave. (<b>c</b>) central circular array with spacing 0.5 times of wave; (<b>d</b>) central circular array with spacing 0.4 times of wave.</p>
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<p>Characteristics of cross-polarization pattern: (<b>a</b>) uniform linear array with spacing 0.5 times of wave; (<b>b</b>) uniform linear array with spacing 0.4 times of wave. (<b>c</b>) central circular array with spacing 0.5 times of wave; (<b>d</b>) central circular array with spacing 0.4 times of wave.</p>
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<p>The normalized RHCP pattern of 7-element linear array against OCP interference based on PI: (<b>a</b>) under unidirectional interference; (<b>b</b>) under multi-directional interference.</p>
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<p>The normalized LHCP pattern of 7-element linear array against OCP interference based on PI.</p>
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<p>The normalized RHCP pattern of 7-element linear array against OCP interference based on LCMV: (<b>a</b>) under unidirectional interference; (<b>b</b>) under multi-directional interference.</p>
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<p>The normalized LHCP pattern of 7-element linear array against OCP interference based on LCMV.</p>
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<p>Anti-jamming experiment of 7-element central circular array: (<b>a</b>) the 7-element patch array; (<b>b</b>) experimental scene.</p>
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<p>Eigenvalues of covariance matrix in different interference scenes.</p>
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<p>The normalized RHCP pattern of 7-element central circular array against OCP interference based on PI: (<b>a</b>) under one RHCP interference; (<b>b</b>) under one OCP interference.</p>
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