Study on Soil Squeezing Effect of Complex Plantar Shape in Sinking of Robot's Foot
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摘要: 本文利用ABAQUS软件建立机器人脚-土壤的相互作用模型,采用任意拉格朗日-欧拉(arbitrary lagrangian-eulerian)方法,结合物质点追踪技术,分析机器人脚沉陷过程中脚底土壤的流动情况,通过讨论机器人脚在不同沉陷量下脚底内外侧土壤追踪点的位移和密度场分布,阐述脚底内外侧土壤的挤土效应。另外,通过分析主应力矢量变化、径向应力和竖向应力分布规律,发现了沉陷过程中脚底土壤形成主应力拱,局部区域内发生应力的传递和转移,作用于拱脚处的土体竖向压应力转化为拱内土体的径向压应力;第三主应力的偏转导致局部土体在沿竖向和径向上的应力发生叠加,中轴线上分别形成了竖向和径向应力峰值。Abstract: Two dimensional finite element models were established via ABAQUS software in this paper. In view of dynamic problems involving large deformation in sinking, the arbitrary Lagrangian-Eulerian (ALE) method was used to describe the interaction between foot and soil, and the traced points were created to record the trajectories of soil particles. The radial and vertical displacement of traced points and the soil's density field distribution at different sinking depth were extracted to study the soil squeezing effect under the sole of foot. By analyzing the variation of the distribution of principal stress vectors, radial and vertical stress distribution, soil arching effect caused by the third principal stress was found under the vertical plane strain condition. Due to the deflection of the principal stress vectors, the third principal stresses overlap respectively in the radial and vertical directions, leading to the peaking values of the radical and vertical stress in the central axis respectively of the radical and vertical stress in the central axis.
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[1] 李建桥,黄晗,王颖,等.松软地面机器系统研究进展[J].农业机械学报,2015,46(5):306-320 Li J Q, Huang H, Wang Y, et al. Development on research of soft-terrain machine systems[J]. Transactions of the Chinese Society for Agricultural Machinery, 2015,46(5):306-320 (in Chinese) [2] Yeomans B, Saaj C M. Towards terrain interaction prediction for bioinspired planetary exploration rovers[J]. Bioinspiration & Biomimetics, 2014,9(1):016009 [3] 金大玮,李建桥,党兆龙,等.滑转条件下月球车轮沉陷模型研究[J].航空学报,2013,34(5):1215-1221 Jin D W, Li J Q, Dang Z L, et al. Study on model for sinkage of lunar rover wheel under slip[J]. Acta Aeronautica et Astronautica Sinica, 2013,34(5):1215-1221 (in Chinese) [4] Naderi-Boldaji M, Alimardani R, Hemmat A, et al. 3D finite element simulation of a single-tip horizontal penetrometer-soil interaction. Part I: development of the model and evaluation of the model parameters[J]. Soil and Tillage Research, 2013,134:153-162 [5] 李建桥,邹猛,贾阳,等.月球车轮与月壤相互作用动力学模拟[J].农业机械学报,2008,39(4):1-4,23 Li J Q, Zou M, Jia Y, et al. Research on the interaction between lunar rover wheel and lunar soil by simulation[J]. Transactions of the Chinese Society for Agricultural Machinery, 2008,39(4):1-4,23 (in Chinese) [6] Hambleton J P, Drescher A. Modeling wheel-induced rutting in soils: indentation[J]. Journal of Terramechanics, 2009,45(6):201-211 [7] Azimi A, Kövecses J, Angeles J. Wheel-Soil interaction model for rover simulation and analysis using elastoplasticity theory[J]. IEEE Transactions on Robotics, 2013,29(5):1271-1288 [8] 李艳洁,吴腾,林剑辉,等.基于离散元法的贯入圆锥对沙土颗粒运动特性分析[J].农业工程学报,2012,28(24):55-61 Li Y J, Wu T, Lin J H, et al. Influence of penetrating cone on motion characteristics of sandy soil particle using discrete element method[J]. Transactions of the Chinese Society of Agricultural Engineering, 2012,28(24):55-61 (in Chinese) [9] Tolooiyan A, Gavin K. Modelling the cone penetration test in sand using cavity expansion and arbitrary Lagrangian Eulerian finite element methods[J]. Computers and Geotechnics, 2011,38(4):482-490 [10] Bojanowski C. Numerical modeling of large deformations in soil structure interaction problems using FE, EFG, SPH, and MM-ALE formulations[J]. Archive of Applied Mechanics, 2014,84(5):743-755 [11] 王金昌,陈页开.ABAQUS在土木工程中的应用[M].杭州:浙江大学出版社,2006 Wang J C, Chen Y K. The application of ABAQUS in Civil engineering[M]. Hangzhou: Zhejiang University Press, 2006 (in Chinese) [12] 费康,张建伟.ABAQUS在岩土工程中的应用[M].北京:中国水利水电出版社,2010 Fei K, Zhang J W. The application of ABAQUS in geotechnical engineering[M]. Beijing: China Water Power Press, 2010 (in Chinese) [13] 张清珠.仿生几何结构表面土壤镇压辊[D].长春:吉林大学,2014 Zhang Q Z. Soil press roller with bionically geometrically structured surface[D]. Changchun: Jilin University, 2014 (in Chinese) [14] 杨旭,陈飞,练继建,等.考虑挤土效应的筒型基础沉放阻力数值分析及试验验证[J].岩土力学,2014,35(12):3585-3591,3601 Yang X, Chen F, Lian J J, et al. Numerical analysis and test verification of penetration resistance for bucket foundation installation considering effect of soil squeezing[J]. Rock and Soil Mechanics, 2014,35(12):3585-3591,3601 (in Chinese) [15] 张建勋,陈福全,简洪钰.被动桩中土拱效应问题的数值分析[J].岩土力学,2004,25(2):174-178,184 Zhang J X, Chen F Q, Jian H Y. Numerical analysis of soil arching effects in passive piles[J]. Rock and Soil Mechanics, 2004,25(2):174-178,184 (in Chinese)
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