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考虑蠕变的约束钢梁抗火性能分析方法

王卫永 何平召

重庆大学学报2017,Vol.40Issue(11):64-71,8.
重庆大学学报2017,Vol.40Issue(11):64-71,8.DOI:10.11835/j.issn.1000-582X.2017.11.008

考虑蠕变的约束钢梁抗火性能分析方法

Approach to analysis fire resistance of restrained steel beams after considering creep effect

王卫永 1何平召2

作者信息

  • 1. 重庆大学土木工程学院,重庆400045
  • 2. 重庆大学山地城镇建设与新技术教育部重点试验室,重庆400045
  • 折叠

摘要

Abstract

Significant creep deformation occurs on steel with the coaction of high temperature and loading,and the creep has a large effect on the deformation and load bearing capacity of steel beams in fire.In order to consider the effect of creep on the fire resistance performance of restrained steel beams,the high temperature creep model is employed to establish analysis theory on restrained steel beams by considering creep strain in the cross section of steel beam.And a computer program is performed by using MATLAB software.Restrained axial force and deflection of restrained beam under fire are analyzed by the computer program,and good agreement is found between calculation results and test data.The effect of creep on the fire resistance performance of simply supported beams and restrained steel beams is further investigated by employing the validated program.The results show that the proposed approach can accurately consider the effect of creep on the fire resistance performance of steel beams,and creep has a small effect on the fire resistant performance of simply supported beams,but has a large effect on that of restrained beams.

关键词

蠕变/约束钢梁/抗火性能/分析方法

Key words

creep/restrained steel beam/fire resistance/approach to analysis

分类

建筑与水利

引用本文复制引用

王卫永,何平召..考虑蠕变的约束钢梁抗火性能分析方法[J].重庆大学学报,2017,40(11):64-71,8.

基金项目

中央高校基本科研业务费(CDJZR12200004) (CDJZR12200004)

重庆市自然科学基金资助项目(CSTC2013JCYJA30010).Supported by the Fundamental Research Funds for the Central Universities (CDJZR12200004),Chongqing Science and Technology Commission (CSTC2013JCYJA30010). (CSTC2013JCYJA30010)

重庆大学学报

OA北大核心CSCDCSTPCD

1000-582X

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