节点文献
水平承载桩的有限元分析
The Finite Element Method Analysis of Horizontally Loaded Pile
【摘要】 用线性插值函数来逼近土对桩的各种约束反力沿桩入土深度的分布,采用有限元方法和p-y 曲线对水平承载桩进行了桩-土共同作用的非线性分析研究,得出一个新的桩-土相互作用的单元计算模型.推导了桩-土相互作用的非线性单元刚度矩阵,并编写了相应的有限元程序.
【Abstract】 Linear interpolation function is used in this paper to approximate the soil’s antiforce to the pile, the horizontally loaded pile-soil interaction is studied by finite element method and p-y curve, in this way a new pile-soil interaction element calculated model is designed. In this paper, a nonsymmetry element stiffness matrix is deduced, and write the relevant finite element program.
- 【文献出处】 河北工业大学学报 ,Journal of Hebei University of Technology , 编辑部邮箱 ,2001年05期
- 【分类号】TU473.1
- 【被引频次】49
- 【下载频次】294