防灾减灾工程学报2012，Vol.32Issue(1)：117-123,7.
受火侵袭波纹腹板钢梁的侧向弯扭屈曲及其参数分析
The Parametric Analysis and Simulation for Lateral-torsional Buckling of Steel Girders with Corrugated Webs in Fire Conditions
摘要
Abstract
This paper investigates lateral torsion-flexure buckling resistance of steel girders with corrugated webs in fire conditions. Compared to steel girders with planar webs, critical temperature of corrugated webs beams subjected to uniform moments and concentrated loads were studied, respectively. The effect of load ratio and initial defects on critical temperature of steel girders with corrugated webs was analyzed. The results show that lateral torsion-flexure buckling resistance of steel girders with corrugated web in fire is the same as that of planar webs girders.关键词
波纹腹板/钢梁/侧向弯扭屈曲/火灾/临界温度Key words
corrugated webs/ steel girder/ torsion-flexure buckling/ fire conditions/ critical temperature分类
建筑与水利引用本文复制引用
王传慧,席丰..受火侵袭波纹腹板钢梁的侧向弯扭屈曲及其参数分析[J].防灾减灾工程学报,2012,32(1):117-123,7.基金项目
国家自然科学基金项目(10872117)、山东省高校科技发展计划项目(J08LA06)资助 （10872117）
