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.

引用

页码：263 / 271

页数：9

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