THE BUCKLING BEHAVIOR OF A CENTRAL CRACK IN A PLATE UNDER TENSION

被引：82

作者：

RIKS, E ^{[1
]}

RANKIN, CC ^{[1
]}

BROGAN, FA ^{[1
]}

机构：

[1] LOCKHEED MISSILES & SPACE CO,APPL MECH LAB,PALO ALTO,CA

来源：

ENGINEERING FRACTURE MECHANICS | 1992年 / 43卷 / 04期

关键词：

D O I：

10.1016/0013-7944(92)90197-M

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A finite element procedure is presented for the analysis of the buckling and postbuckling behavior of cracks in plates loaded in tension. The procedure proposed is applied to the problem of the centrally cracked plate in tension where the loading direction is perpendicular to the crack faces. The results of the analysis show that the buckling deformations can cause a considerable amplification of the stress intensity around the crack tip. This effect, which is due to a redistribution of the stress field in the plate, increases with the length of the crack.

引用

页码：529 / 548

页数：20

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