Buckling load capacity of stainless steel columns subject to concentric and eccentric loading

被引：0

作者：

Rhodes, J ^{[1
]}

Macdonald, M ^{[1
]}

Kotelko, M ^{[1
]}

McNiff, W ^{[1
]}

机构：

[1] Univ Strathclyde, Dept Mech Engn, Glasgow, Lanark, Scotland

来源：

THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTS | 2001年

关键词：

stainless steel; cold formed; columns; lipped channels; eccentric loading;

D O I：

10.1016/B978-008043955-6/50023-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross-section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compared to those obtained from the relevant design specifications in America and in Europe Conclusions are drawn on the basis of the comparisons.

引用

页码：225 / 232

页数：8

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