Study on the High-Speed Penetration and Shear Failure Mechanism of Beach Sand
文献类型:期刊论文
作者 | Zhu, Jianzhong1,2,3; Li, Jiangquan3; Kong, Yun4; Dong, Mingming4; Li, Yuqiong5,6,7![]() |
刊名 | MATERIALS
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出版日期 | 2025-04-24 |
卷号 | 18期号:9页码:15 |
关键词 | failure mechanism high speed beach sand |
DOI | 10.3390/ma18091922 |
通讯作者 | Li, Yuqiong(liyuqiong@imech.ac.cn) ; Zou, Meng(zoumeng@jlu.edu.cn) |
英文摘要 | In this paper, the contact parameters of beach sand are calibrated based on the discrete element method and the optimal design method, and the obtained parameters by calibration are used as input for the angle of repose simulation. The relative error between angle of repose simulation results and experimental results is 3.27%. Based on the penetration and shear tests, simulation models were constructed to study the pressure shear failure mechanism of beach sand under high-speed conditions. The high-speed penetration simulation shows that with the increase of the penetration rate, the influence area of the sinkage plate gradually increases, and the stress of sand particles also increases. When the penetration rate increased from 0.5 m/s to 8 m/s, the pressure on the plate increased 12.7 times, indicating that the bearing capacity of the sand increased significantly with the increase of the penetration rate. The high-speed shear simulation shows that in the stable shear stage, the average shear torque initially increases slightly with the increase of speed, and then decreases significantly when the speed exceeds 4 m/s. This is because as the shear rate increases, the disturbance of the soil by the shear plate increases, the velocity of soil particles increases, resulting in a decrease in the number of soil particles in contact with the shear plate, thereby reducing the shear torque. |
WOS关键词 | OFF-ROAD TIRE ; TRACTIVE PERFORMANCE ; MODEL PARAMETERS ; COHESIONLESS ; SIMULATION ; CALIBRATION ; RESISTANCE ; CONTACT |
资助项目 | the Youth Innovation Promotion Association of the Chinese Academy of Sciences[Y2022009] ; Youth Innovation Promotion Association of the Chinese Academy of Sciences[2020B0909010003] ; High-level Innovation Research Institute Program of Guangdong Province |
WOS研究方向 | Chemistry ; Materials Science ; Metallurgy & Metallurgical Engineering ; Physics |
语种 | 英语 |
WOS记录号 | WOS:001486410000001 |
资助机构 | the Youth Innovation Promotion Association of the Chinese Academy of Sciences ; Youth Innovation Promotion Association of the Chinese Academy of Sciences ; High-level Innovation Research Institute Program of Guangdong Province |
源URL | [http://dspace.imech.ac.cn/handle/311007/101546] ![]() |
专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
通讯作者 | Li, Yuqiong; Zou, Meng |
作者单位 | 1.Tianjin Univ Technol, Sch Mech Engn, Tianjin Key Lab Adv Mechatron Syst Design & Intell, Tianjin 300384, Peoples R China 2.Tianjin Univ Technol, Natl Demonstrat Ctr Expt Mech & Elect Engn Educ, Tianjin 300384, Peoples R China 3.Jilin Univ, Key Lab Engn Bionics, Educ Minist, Changchun 130022, Peoples R China 4.Beijing Inst Technol, Sch Mech Engn, Beijing 100081, Peoples R China 5.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China 6.Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech, Beijing 100190, Peoples R China 7.Guangdong Aerosp Res Acad, Guangzhou 511458, Peoples R China |
推荐引用方式 GB/T 7714 | Zhu, Jianzhong,Li, Jiangquan,Kong, Yun,et al. Study on the High-Speed Penetration and Shear Failure Mechanism of Beach Sand[J]. MATERIALS,2025,18(9):15. |
APA | Zhu, Jianzhong,Li, Jiangquan,Kong, Yun,Dong, Mingming,Li, Yuqiong,&Zou, Meng.(2025).Study on the High-Speed Penetration and Shear Failure Mechanism of Beach Sand.MATERIALS,18(9),15. |
MLA | Zhu, Jianzhong,et al."Study on the High-Speed Penetration and Shear Failure Mechanism of Beach Sand".MATERIALS 18.9(2025):15. |
入库方式: OAI收割
来源:力学研究所
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