Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: Experiments

被引：135

作者：

Han, Lin-Hai ^{[1
]}

Hou, Chao ^{[1
]}

Wang, Qing-Li ^{[2
]}

机构：

[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China

[2] Shenyang Jianzhu Univ, Sch Civil Engn, Shenyang 110168, Peoples R China

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2012年 / 71卷

基金：

中国国家自然科学基金;

关键词：

Concrete filled steel tube (CFST); Stub column; Beam; Long-term loading; Chloride corrosion; Ultimate strength; BEHAVIOR; COLUMNS;

D O I：

10.1016/j.jcsr.2011.11.012

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper is an attempt to study the performance of concrete filled steel tubular (CFST) members with square sections under both loading and chloride corrosion. A total of 28 specimens, including 17 stub columns and 11 beams, were tested. The main parameters were loading ratio (from 0 to 0.75) during corrosion, as well as corrosion condition (no corrosion, and fully or half immersed into corrosive solution, respectively). According to the test, the effects of both loading and corrosion on the behaviour of CFST and reference hollow steel tubular members were analyzed. Comparisons between the predicted ultimate strength by using the existing codes of DBJ/T13-51-2010 and EC4-2004 and the testing results were proposed. (C) 2011 Published by Elsevier Ltd.

引用

页码：11 / 25

页数：15

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