Tests of unstiffened plate elements under combined compression and bending

被引：32

作者：

Bambach, MR ^{[1
]}

Rasmussen, KJR ^{[1
]}

机构：

[1] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia

来源：

JOURNAL OF STRUCTURAL ENGINEERING | 2004年 / 130卷 / 10期

关键词：

plates; stiffening; compression; bending;

D O I：

10.1061/(ASCE)0733-9445(2004)130:10(1602)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Details of a dual-actuator rig developed for testing rectangular plates simply supported on three sides, with the remaining (longitudinal) edge free, under combined uniaxial compression and in-plane bending are presented. Particular attention is given to ensuring a constant strain eccentricity to the loaded ends, as opposed to a constant load eccentricity, in order to determine the postbuckling behavior and ultimate load and moment capacities of unstiffened thin-walled elements. Strain gradients varying from pure compression to pure bending are facilitated.

引用

页码：1602 / 1610

页数：9

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