Influence of central cracks on buckling and post-buckling behaviour of shear panels

被引：68

作者：

Alinia, M. M. ^{[1
]}

Hosseinzadeh, S. A. A. ^{[1
]}

Habashi, H. R. ^{[1
]}

机构：

[1] Amirkabir Univ Technol, Fac Civil Engn, Tehran 158754413, Iran

来源：

THIN-WALLED STRUCTURES | 2007年 / 45卷 / 04期

关键词：

crack; shear panels; buckling; ultimate strength; degradation;

D O I：

10.1016/j.tws.2007.03.003

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

It is generally accepted that cracks degrade the load bearing capacity of thin plates. The aim of the present paper is to investigate the influence of central cracks on the residual strength and stiffness degradation of shear panels using numerical finite element analysis. Various geometrical and mechanical characteristics of cracked panels such as the crack length, crack angle of inclination, panel aspect ratio, slenderness of panel, boundary conditions, Poisson's ratio, and Young's modulus are considered in the analyses. It is shown that the length and the angle of cracks may change the buckling behaviour of shear panels, and their combinational effects can result in substantial degradation. (C) 2007 Elsevier Ltd. All rights reserved.

引用

页码：422 / 431

页数：10

共 16 条

[1] Cyclic behaviour, deformability and rigidity of stiffened steel shear panels [J].