Fire-resistance of RHS stainless steel beams with three faces exposed to fire

被引：5

作者：

Fan, Shenggang ^{[1
]}

Du, Li ^{[1
]}

Li, Shuai ^{[1
]}

Zhang, Liyuan ^{[2
]}

Shi, Ke ^{[1
]}

机构：

[1] Southeast Univ, Sch Civil Engn, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Sipailou 2, Nanjing 210096, Jiangsu, Peoples R China

[2] Future Land Dev Holdings Ltd, Bldg 6,Lane 388,Zhongjiang Rd, Shanghai, Peoples R China

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2019年 / 152卷

基金：

中国国家自然科学基金;

关键词：

Stainless steel beam; Section factor; Three faces exposed to fire; Fire resistance; Critical temperature; TEMPERATURE;

D O I：

10.1016/j.jcsr.2018.04.022

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

To investigate fire-resistance behaviors of rectangular section stainless steel beams with three faces exposed to fire, fire resistance analysis models were established based on existing experiment data, and numerical simulation analysis was conducted. Comparison between the finite element calculation results and the experiment results verified the accuracy of the finite element models. On this basis, parametric analysis was carried out on the fire resistance behaviors of rectangular section stainless steel beams with three faces exposed to fire, with a focus on the influences of the section factor on the temperature distribution, mid-span vertical deformations and critical temperatures. Finally, the formula for the bearing capacity of the rectangular section stainless steel beams with three faces exposed to fire was fitted, providing important references for engineering designs of stainless steel structures in the future. (C) 2018 Elsevier Ltd. All rights reserved.

引用

页码：284 / 295

页数：12

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