THE PLANE PROBLEM OF COLLINEAR RIGID LINES UNDER ARBITRARY LOADS

被引：21

作者：

JIANG, CP

机构：

[1] Institute of Mechanics, Chinese Academy of Sciences, Beijing

来源：

ENGINEERING FRACTURE MECHANICS | 1991年 / 39卷 / 02期

关键词：

D O I：

10.1016/0013-7944(91)90044-2

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The elastic plane problem of collinear rigid lines under arbitrary loads is dealt with. Applying the Riemann-Schwarz symmetry principle integrated with the analysis of the singularity of complex stress functions, the general formulation is presented, and the closed-form solutions to several problems of practical importance are given, which include some published results as the special cases. Lastly the stress distribution in the immediate vicinity of the rigid line end is examined.

引用

页码：299 / 308

页数：10