Journal of Terramechanics最新文献_第3页

Design and multi-body dynamic analysis of inline and offset track configuration in deep-sea mining vehicles for enhanced traction in soft seabed 设计和多体动力学分析深海采矿车辆的内嵌式和偏置式履带配置，以增强在松软海底的牵引力

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-07-08 DOI: 10.1016/j.jterra.2024.100999

C. Janarthanan , R. Muruganandhan , K. Gopkumar

{"title":"Design and multi-body dynamic analysis of inline and offset track configuration in deep-sea mining vehicles for enhanced traction in soft seabed","authors":"C. Janarthanan , R. Muruganandhan , K. Gopkumar","doi":"10.1016/j.jterra.2024.100999","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100999","url":null,"abstract":"<div><p>The deep sea polymetallic nodule mining vehicle maneuverability depends on the vehicle track parameters and track configuration. The traction force offered by the deep sea soil is very limited for the mining vehicle during dynamic operating conditions on the seabed and it is very critical to maneuver against the external resistances. The present study strives to arrive at optimum track parameters for enhancing the traction of the vehicle for the pre-determined seabed conditions. The efficacy of the four tracks in Inline and Offset track configurations on the soft soil has been compared. To improve the traction force estimation, the existing mathematical model was modified with the inclusion of dynamic variation of shear stress-shear displacement characteristics and variation in shear residual displacement concerning the track parameters. The modified mathematical model was solved in a well-established mathematical tool and found that there are 30 percent improvements in the traction force generation for the offset configuration over inline track configuration. The optimum track length to width ratio (<span><math><mrow><mi>L</mi><mo>/</mo><mi>b</mi></mrow></math></span>) was also estimated for the given contact area to configure the vehicle track for improvement of the traction. Further, a Multi-Body Dynamic (MBD) analysis has been carried out in commercially available soil-machine interaction tool for the inline and offset track configurations with actual measured seabed soil parameters. The MBD analysis proved that the sinkage and vehicle gradient is significantly increased in the inline track configuration due to disturbance created by the front tracks. The simulation results confirm that the offset track configuration is suitable for the deep sea soil conditions for handling the higher payload of a deep sea mining vehicle.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-07-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141582566","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Discrete element contact model and parameter calibration of sticky particles and agglomerates 粘性颗粒和团聚体的离散元素接触模型和参数校准

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-06-29 DOI: 10.1016/j.jterra.2024.100998

Zhifan Chen, Angxu Duan, Yang Liu, Hanqi Zhao, Chunyang Dai, Seng Hu, Xiaolong Lei, Jianfeng Hu, Lin Chen

{"title":"Discrete element contact model and parameter calibration of sticky particles and agglomerates","authors":"Zhifan Chen, Angxu Duan, Yang Liu, Hanqi Zhao, Chunyang Dai, Seng Hu, Xiaolong Lei, Jianfeng Hu, Lin Chen","doi":"10.1016/j.jterra.2024.100998","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100998","url":null,"abstract":"<div><p>The soil in southwest China is a cohesive soil in which discrete cohesive particles and aggregates coexist. In view of the problem that there are many studies on discrete cohesive particles and a lack of research on aggregates, discrete element software DEM is used to conduct a study on cohesive particles and agglomerates parameter calibration. The angle of repose is selected as the target value to calibrate the simulation parameters of sticky particles. Then, the simulation parameters of the viscous particles are used as the basis for the calibration of the contact parameters of the agglomerates, and shear experiments are conducted on the agglomerates, with the ultimate shear depth and ultimate shear force as target values. The results show that the parameters of the agglomerate are: Normal Stiffness per unit area is 5.627 × 10<sup>8</sup> N/m<sup>3</sup>, Shear Stiffness per unit area is 4.359 × 10<sup>8</sup> N/m<sup>3</sup>, Critical Normal Stress is 3.5 × 10<sup>6</sup> Pa, Critical Shear Stress is 4.5 × 10<sup>6</sup> Pa and Bonded Disk Radius is 5.43 mm. Through the particle sliding friction angle test and the agglomerate compression test, it was verified that the errors of sticky particles were 0.30 % and 0.37 % respectively, and the error of agglomerates was 1.69 %.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0022489824000405/pdfft?md5=a687c65faf0abd40ea368ca45146d2a1&pid=1-s2.0-S0022489824000405-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141486896","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Override forces through clumps of small vegetation 通过小植被丛覆盖力量

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-06-12 DOI: 10.1016/j.jterra.2024.100988

Marc N. Moore , Christopher Goodin , Ethan Salmon , Michael P. Cole , Paramsothy Jayakumar , Brittney English

{"title":"Override forces through clumps of small vegetation","authors":"Marc N. Moore , Christopher Goodin , Ethan Salmon , Michael P. Cole , Paramsothy Jayakumar , Brittney English","doi":"10.1016/j.jterra.2024.100988","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100988","url":null,"abstract":"<div><p>Vegetation override is an important aspect of off-road ground vehicle mobility. For autonomous ground vehicles (AGV), path-planning in off-road environments may be informed by the predicted resistance of vegetation in the navigation environment. However, there are no prior measurements on the override resistance of small stems (<span><math><mrow><mo><</mo></mrow></math></span>2.5 cm) and groups of small stems on medium-sized (<span><math><mrow><mo>≈</mo></mrow></math></span>1000 kg) vehicles. In this work, a series of override measurements for clumps of small vegetation that are relevant for off-road navigation by intermediate-sized AGV is presented. The development and calibration of a custom-made pushbar system with integrated load cells for directly measuring override forces is also presented, and a comparison of the results of the experiments to models developed for override of larger single stems is made. It is found that for clumps of small vegetation, the total override force is best predicted by the diameter of the largest stem in the clump. Additionally, it is found that the equations developed for larger stems under-predict the override forces exerted by smaller stems by about a factor of two.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-06-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0022489824000302/pdfft?md5=f6fd5b906e672e091fd9947120d8b3cf&pid=1-s2.0-S0022489824000302-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141312878","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Development of DEM–ANN-based hybrid terramechanics model considering dynamic sinkage 开发考虑动态下沉的基于 DEM-ANN 的混合地形力学模型

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-06-06 DOI: 10.1016/j.jterra.2024.100989

Ji-Tae Kim , Huisu Hwang , Ho-Seop Lee , Young-Jun Park

{"title":"Development of DEM–ANN-based hybrid terramechanics model considering dynamic sinkage","authors":"Ji-Tae Kim , Huisu Hwang , Ho-Seop Lee , Young-Jun Park","doi":"10.1016/j.jterra.2024.100989","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100989","url":null,"abstract":"<div><p>The interaction between deformable terrain and wheels significantly affects wheel mobility. To accurately predict vehicle mobility or optimize wheel design, an analysis of this interaction is essential. This study develops a hybrid terramechanics model (HTM) that integrates the semi-empirical model (SEM) and the discrete element method (DEM) using artificial neural networks (ANNs). The model overcomes the limitations inherent in SEM and DEM approaches. We used DEM simulations to analyze the impact of wheel design parameters and slip ratio on terrain behavior. ANNs were subsequently developed to predict dynamic sinkage in real time based on these results. A new concept, termed bulldozing angle, was introduced to define additional terrain–wheel contact caused by dynamic sinkage. Based on this concept, we predicted the bulldozing resistance exerted on the wheel. By combining SEM, ANNs, and DEM, we developed an HTM capable of terrain behavior analysis. Lastly, we conducted a comparative analysis between the SEM, HTM, and actual test data. The results confirmed that the predictive accuracy of the HTM surpassed that of the SEM across all slip ratios.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141290219","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Modeling wheeled locomotion in granular media using 3D-RFT and sand deformation 利用 3D-RFT 和沙粒变形模拟颗粒介质中的轮式运动

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-06-01 DOI: 10.1016/j.jterra.2024.100987

Qishun Yu, Catherine Pavlov, Wooshik Kim, Aaron M. Johnson

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Predicting unsaturated soil strength of coarse-grained soils for mobility assessments 为流动性评估预测粗粒土的非饱和土壤强度

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-05-20 DOI: 10.1016/j.jterra.2024.100977

Matthew D. Bullock, Joseph Scalia IV, Jeffrey D. Niemann

{"title":"Predicting unsaturated soil strength of coarse-grained soils for mobility assessments","authors":"Matthew D. Bullock, Joseph Scalia IV, Jeffrey D. Niemann","doi":"10.1016/j.jterra.2024.100977","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100977","url":null,"abstract":"<div><p>Accurately estimating surficial soil moisture and strength is integral to determining vehicle mobility and is especially important over large spatial extents at fine resolutions. While methods exist to estimate soil strength across landscapes, they are empirical and rely on class average soil behavior. The Strength of Surficial Soils (STRESS) model was developed to estimate moisture-variable soil strength with a physics-based approach. However, there is a lack of field data from a diverse landscape to evaluate the STRESS model. To test the STRESS model, a field study was conducted in northern Colorado. Soil moisture and strength were measured on 10 dates. Data from the surficial layer (0–5 cm) were used to test the STRESS model and determine if soil strength trends could be estimated from topographical and soil textural differences. High variability was observed in soil strength measurements stemming from fine-scale terrain features and user variability. Observations show lower soil strengths for greater soil moistures, steeper slopes, higher vegetation, and lower soil fines content. STRESS estimated rating cone index values with a mean relative error of 37.5 %, while a pre-existing model had a mean relative error of 47.4 %. The STRESS model outperforms the current RCI prediction method, but uncertainty remains large.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141068493","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Applied mathematical modelling to analyze terrain-roadway-vehicle interaction of flexible-rigid foldable roadway 应用数学模型分析柔性-刚性可折叠路面的地形-路面-车辆相互作用

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-05-18 DOI: 10.1016/j.jterra.2024.100976

Fengxiao Liu , Hao Wu , Hualin Fan , Wang Li

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Rapid and precise calibration of soil microparameters for high-fidelity discrete element models in vehicle mobility simulation 快速精确校准土壤微参数，用于车辆移动模拟中的高保真离散元件模型

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-05-11 DOI: 10.1016/j.jterra.2024.100985

Chen Hua , Runxin Niu , Xinkai Kuang , Biao Yu , Chunmao Jiang , Wei Liu

{"title":"Rapid and precise calibration of soil microparameters for high-fidelity discrete element models in vehicle mobility simulation","authors":"Chen Hua , Runxin Niu , Xinkai Kuang , Biao Yu , Chunmao Jiang , Wei Liu","doi":"10.1016/j.jterra.2024.100985","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100985","url":null,"abstract":"<div><p>In the realm of numerical simulations concerning vehicle mobility, the establishment of a high-fidelity soil discrete element model often necessitates substantial parameter adjustments to align with the mechanical responses of actual soil. In pursuit of a rapid and precise calibration of the microparameters of the soil model, this paper describes an approach rooted in machine learning surrogate models. This method calibrates the corresponding discrete element microparameters based on the macroscopic Mohr–Coulomb parameters derived from actual soil direct shear tests. The distinct contribution lies in the creation of a dataset that bridges the soil microparameters and macroparameters through simulated direct shear tests, which serves as training data for machine learning algorithms. Additionally, an adaptive particle swarm optimization neural network algorithm is proposed to represent the nonlinear relationships among parameters within the dataset, thus achieving intelligent calibration. To verify the reliability of the proposed soil calibration model in the context of vehicle mobility simulations, a co-simulation is conducted using a vehicle multibody dynamics simulation model and the calibrated soil model, with validation conducted across multiple criteria.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140906109","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Unleashing the potential of IoT, Artificial Intelligence, and UAVs in contemporary agriculture: A comprehensive review 释放物联网、人工智能和无人机在当代农业中的潜力：全面回顾

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-05-10 DOI: 10.1016/j.jterra.2024.100986

Mustapha El Alaoui , Khalid EL Amraoui , Lhoussaine Masmoudi , Aziz Ettouhami , Mustapha Rouchdi

{"title":"Unleashing the potential of IoT, Artificial Intelligence, and UAVs in contemporary agriculture: A comprehensive review","authors":"Mustapha El Alaoui , Khalid EL Amraoui , Lhoussaine Masmoudi , Aziz Ettouhami , Mustapha Rouchdi","doi":"10.1016/j.jterra.2024.100986","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100986","url":null,"abstract":"<div><p>This study explores the potential of Precision Agriculture (PA) and Smart Farming (SF) using cutting-edge technologies like Artificial Intelligence (AI), the Internet of Things (IoT), and Unmanned Aerial Vehicles (UAVs) to address global challenges such as food shortages and population growth. The research focuses on recent developments in SF, including data collection, analysis, visualization and viable solutions, highlighting the role of IoT and 5G networks. The paper also discusses the application of robots and UAVs in agricultural tasks, showcasing their integration with IoT, AI, Deep Learning (DL), Machine Learning (ML), and wireless communications. Moreover, Smart Decision Support Systems (SDSS) are explored for real-time soil analysis and decision-making. The study underscores the significance of these technologies in PA, propelling traditional farming practices into an era of intelligent and sustainable farming solutions. This Overview is grounded in a thorough analysis of 80 recent research articles, covering the period from 2019 to 2023, within the domain of SF. This study highlights notable trends and advancements in this ever-evolving sector. Furthermore, this paper delves into the nuances of addressing particular challenges prevalent in developing nations, strategies aimed at surmounting constraints related to infrastructure and resource availability, and the pivotal role of governmental and private sector support in fostering the growth of Smart Agriculture (SA).</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-05-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140901055","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Enhanced assessment framework of static stability of tracked vehicles in consideration of multi-directional loading 考虑多向载荷的履带式车辆静态稳定性强化评估框架

IF 2.4 3区工程技术

Journal of Terramechanics Pub Date : 2024-05-07 DOI: 10.1016/j.jterra.2024.100984

Ning Zhao , Youkou Dong , Dingtao Yan , Xiaowei Feng , Lan Cui

{"title":"Enhanced assessment framework of static stability of tracked vehicles in consideration of multi-directional loading","authors":"Ning Zhao , Youkou Dong , Dingtao Yan , Xiaowei Feng , Lan Cui","doi":"10.1016/j.jterra.2024.100984","DOIUrl":"https://doi.org/10.1016/j.jterra.2024.100984","url":null,"abstract":"<div><p>Tracked vehicles are widely used in transportation, excavation, and site investigation due to their advantages of maneuverability and off-road ability. Static stability of tracked vehicles has been characterized with the static stability factor (SSF) and the static roll threshold (<em>SRT</em>) by assuming the ground as perfectly rigid. Considering the interaction between the vehicle and the ground, the traditional studies assess the static stability of vehicles under uni-directional loads by ignoring coupling effect between the load components. This paper enhances the traditional framework by evaluating the static stability of tracked vehicles under multi-directional loads. The two tracks of a tracked vehicle are considered as two parallel shallow foundations. The failure envelope method is adopted to capture the maximum allowable loads through swipe test and fixed ratio test. A new coefficient, factor of stability (<em>FOS</em>), is introduced to quantify the static stability of the tracked vehicles. Various track configurations and load combinations have been considered. The judgment process of tracked vehicle’s stability and the calculation method of <em>FOS</em> are detailed. The results show that the <em>FOS</em> obtained from the enhanced framework is more conservative than that from the traditional one.</p></div>","PeriodicalId":50023,"journal":{"name":"Journal of Terramechanics","volume":null,"pages":null},"PeriodicalIF":2.4,"publicationDate":"2024-05-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140878974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0