基于有限元的复合地基应力扩散角研究  

The study on stress dispersion angle of composit foundation based on finite element

作　　者：蒋淑华[1] 冯伯林[1] 

机构地区：[1]河海大学交通学院

出　　处：《山西建筑》2005年第15期64-65,共2页Shanxi Architecture

摘　　要：以ansys为工具,对复合地基的应力扩散角进行数值计算,探求应力扩散角的变化规律并且制定了应力扩散角的表格,结合工程实例,表明了该方法的可行性。ion:In this paper,anasys is used to do the numerical calculation of stress dispersion angle of composit foundation,the author induces the regulation of stress dispersion angular change.The result derived from this proposed method is compared with that of practical measured to vertify its correctness.

关 键 词：ANSYS 复合地基 应力扩散角 

分 类 号：TU470.1[建筑科学—结构工程]