受火侵袭波纹腹板钢梁的侧向弯扭屈曲及其参数分析

王传慧; 席丰

doi:10.13409/j.cnki.jdpme.2012.01.022

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受火侵袭波纹腹板钢梁的侧向弯扭屈曲及其参数分析

论文 | 更新时间：2025-12-11

- 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
- 防灾减灾工程学报 2012年32卷第1期页码：117-123
- 作者机构：
- 作者简介：
- 基金信息：
  
  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
- DOI：10.13409/j.cnki.jdpme.2012.01.022
  中图分类号： U391
- 纸质出版：2012
- 稿件说明：
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[1]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(01):117-123.

王传慧, 席丰. The Parametric Analysis and Simulation for Lateral-torsional Buckling of Steel Girders with Corrugated Webs in Fire Conditions[J]. 2012, 32(1): 117-123.
[1]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(01):117-123. DOI： 10.13409/j.cnki.jdpme.2012.01.022.

王传慧, 席丰. The Parametric Analysis and Simulation for Lateral-torsional Buckling of Steel Girders with Corrugated Webs in Fire Conditions[J]. 2012, 32(1): 117-123. DOI： 10.13409/j.cnki.jdpme.2012.01.022.

摘要

基于ANSYS的有限元数值计算

考查了简支波纹腹板钢梁在火灾作用下的侧向弯扭屈曲。通过与平腹板钢梁的临界温度作比较

研究了波纹腹板钢梁分别在纯弯矩和集中载荷作用下的抗火性能

并分析了栽荷比、初始缺陷等因素对波纹腹板钢梁抗火性能的影响。分析表明

波纹腹板钢梁与平腹板钢梁在火灾作用下有相同的侧向弯扭屈曲性能。

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.

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references

波纹腹板H型钢梁变形性能 [J]. 张哲,李国强,孙飞飞. 建筑结构 . 2009(07)

波纹腹板H型钢梁抗剪承载力 [J]. 李国强,张哲,孙飞飞. 同济大学学报(自然科学版) . 2009(06)

火灾下钢梁的侧向弯扭屈曲（LTB）计算 [J]. 高英华,席丰,焦可连. 山东建筑大学学报 . 2008(03)

Lateral–torsional buckling of I-girder with corrugated webs under uniform bending [J] . Jiho Moon,Jong-Won Yi,Byung H. Choi,Hak-Eun Lee. Thin-Walled Structures . 2008 (1)

Bending Strength of Steel Beams with Corrugated Webs [J] . Mohamed Elgaaly,Anand Seshadri,Robert W. Hamilton. Journal of Structural Engineering . 1997 (6)

Shear Strength of Beams with Corrugated Webs [J] . Mohamed Elgaaly,Robert W. Hamilton,Anand Seshadri. Journal of Structural Engineering . 1996 (4)

The lateral-torsional buckling of unrestrained steel beams in fire [J] . C.G. Bailey,I.W. Burgess,R.J. Plank. Journal of Constructional Steel Research . 1996 (2)

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