POSTBUCKLING ANALYSIS OF PLATES ON AN ELASTIC-FOUNDATION BY THE BOUNDARY ELEMENT METHOD

被引：5

作者：

HUANG, YY

ZHONG, WF

QIN, QH

机构：

[1] Huazhong Univ of Science and, Technology, Wuhan, China

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1992年 / 100卷 / 03期

关键词：

Boundary element method - Buckling - Deflection (structures) - Foundations - Mathematical models - Mathematical operators - Stress analysis - Structural analysis;

D O I：

10.1016/0045-7825(92)90087-Z

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The postbuckling behavior of plates on an elastic foundation is studied by using the boundary element method (BEM). A new fundamental solution of lateral deflection is derived through the resolution theory of a differential operator, and a set of boundary element formulae in incremental form is presented. By using these formulae, the BEM solution procedure becomes relatively simple. The results of a number of numerical examples are compared with existing solutions and good agreement is observed. It shows that the proposed method is effective for solving the postbuckling problems of plates with arbitrary shape and various boundary conditions.

引用

页码：315 / 323

页数：9

共 5 条

[1]

Brebbia C.A., 1978, BOUNDARY ELEMENT MET

[2]

KAMIYA N, 1983, BOUNDARY ELEMENTS

[3] POST-BUCKLING OF CYLINDRICALLY ORTHOTROPIC CIRCULAR PLATES ON ELASTIC-FOUNDATION WITH EDGES ELASTICALLY RESTRAINED AGAINST ROTATION [J].