摘要
用有限元方法仿真承载桩在打入地下过程中,对其周围土体的影响.用DP材料来模拟土体,用 DP准则为判据,在受力区外围采用无限元模型,以ANSYS有限元分析软件为工具,以动画方式给出了承载桩在打入过程中,桩体周围土体应力、应变及变形的情况,给出了一种预测土体变化的有效方法.
This paper gives a method to simulate the variation of soil around the piles that are being struck into the earth. The soil was supposed as DP material and DP yield criterion was adept, by means of FEM software ANSYS, the distribution of deformation, stress and strain of soil around the pile were shown in animate way, we provide a way to predict variation of soil, the results can be treated as reference to solve relative problems.
出处
《昆明理工大学学报(理工版)》
2001年第5期26-29,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)