摘要
利用大型通用有限元软件ANSYS对一典型基坑工程的施工过程进行三维非线性有限元模拟,并计算了结构的变形和应力。通过与实测数据的对比,表明本文所用的计算方法是有效可行的,为类似基坑工程的施工监测和结构设计提供了参考。
In this paper, author utilize the general finite element software ANSYS to simulate the construction of a typical foundation pit, and the deformation and stress characteristics of the structure were com-puted by three dimensions nonlinear finite element and were compared with the survey datas. This method is put forward effectively, which can be referenced and applied in construction monitoring and structure design of the homogeneous construction.
出处
《低温建筑技术》
2007年第2期96-97,共2页
Low Temperature Architecture Technology
关键词
复合土钉墙
非线性有限元
施工模拟
ANSYS
composite soil - nailed wall
nonlinear finite element
construction simulation
ANSYS
