Strength and stability criteria for thin-walled stainless steel circular hollow section members under bending

被引：39

作者：

Kiymaz, G ^{[1
]}

机构：

[1] Istanbul Kultur Univ, Dept Civil Engn, Fac Engn & Architecture, TR-34191 Istanbul, Turkey

来源：

THIN-WALLED STRUCTURES | 2005年 / 43卷 / 10期

关键词：

stainless steel; circular hollow sections; bending resistance; slenderness limit;

D O I：

10.1016/j.tws.2005.06.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A series of tests consisting of various cross-section geometries were performed on structural stainless steel circular hollow sections (CHS) subjected to bending. The test program comprised a total of eight tests on CHS in two grades of stainless steel, namely 304 and Duplex 2205. For each grade four sections, each with a different slenderness, were tested, in order to cover a range of structural responses. Measurements of overall geometric imperfections and material properties were conducted. The test strengths are compared with the strengths predicted using the American, Australian and European specifications for cold-formed stainless steel structures. In the light of the test results and code recommendations, strength and cross-section classification criteria for stainless steel circular hollow section members in bending are examined. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：1534 / 1549

页数：16