BOUNDARY ELEMENT FORMULATION FOR GENERALIZED PLANE-STRAIN

被引：4
|
作者：
RENCIS, JJ [1 ]
HUANG, QP [1 ]
机构：
[1] VANDERBILT UNIV,DEPT MECH ENGN,NASHVILLE,TN 37235
来源：
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 1992年 / 9卷 / 03期
关键词：
BOUNDARY ELEMENT METHOD; GENERALIZED PLANE STRAIN; PLANE STRAIN;
D O I：
10.1016/0955-7997(92)90100-L
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A boundary element formulation for generalized plane strain problems is presented using constant and quadratic elements. Generalized plane strain assumes that the strain epsilon-3, normal to the x1-x2 plane is constant. Generalized plane strain equations are obtained from the plane strain case (epsilon-33 = 0) by modifying the traction boundary conditions. An example problem is considered to demonstrate the accuracy of the proposed formulation.
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页码：263 / 271
页数：9
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