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基于贝克理论履带沉陷性能研究
引用本文:李军,周靖凯,李强.基于贝克理论履带沉陷性能研究[J].山东农机,2012(2):14-16.
作者姓名:李军  周靖凯  李强
作者单位:装甲兵工程学院机械工程系,北京100072
摘    要:地面力学是研究车辆与地面相互作用的边缘学科,履带-地面相互作用是其中较为重要的一个分支。经过对地面力学的研究与总结,发现履带车辆在松软土壤上行驶时,应该采用大履刺履带行走机构,但目前学者们往往忽视了履刺的作用,进行的研究工作较少。基于贝克理论和研究方法,应用力学平衡方法,提出松软土壤条件下大履刺履带压力-沉陷的关系式。采用赋值法解决变形系数为非整数时沉陷量的预测问题。可为大履刺履带车辆沉陷性能和履带结构参数优化提供理论依据。

关 键 词:松软土壤  大履刺履带  沉陷性能  赋值法

Study on Sinkage of Track Based on the Bekker Theory
Authors:Li Jun  Zhou Jingkai  Li Qiang
Institution:(Academy of Armored Force Engineering,Beijing 100072,China)
Abstract:Terramechanics is the rontier branches which study the interaction between vehicle and terrain,and the track-terramechanics is a comparatively important branch among them.The track vehicle should equip the big grouser track when running on the soft soil by research and summary of terramechanics.But the scholars have often ignored the function of grouser at present,and there is less research that is carried on.Based on the Bekker's theory and research approach,the pressure-sinkage expression of large grouser track under the soft soil condition is put forward by applying the balanced method of mechanics.The estimation problem when the factor n is unknown is resolved by using evaluation method.The theoretical base is provided for sinkage estimation and parameters optimization of track with large grouser.
Keywords:soft soil  large grouser track  sinkage performance  evaluation method
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