THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB

Yang Na; Long Lihua; Yang Qingshan

doi:10.13204/j.gyjz200701024

Volume 37 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(1): 96-100

Yang Na, Long Lihua, Yang Qingshan. THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024

Citation:

Yang Na, Long Lihua, Yang Qingshan. THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024

Yang Na, Long Lihua, Yang Qingshan. THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024

Citation:

Yang Na, Long Lihua, Yang Qingshan. THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024

PDF( 0 KB)

THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB

doi: 10.13204/j.gyjz200701024

1.
School of Civil Engineering and Architecture Beijing Jiaotong University Beijing 100044

Received Date: 2006-08-20
Publish Date: 2007-01-20

Abstract

Abstract

Based on the finite element method,the interactive buckling of tapered H-section steel beams used in portal frame structures are analyzed by ANSYS,in which geometric and material non-linearity are considered.The H-section tapered beams with thin web are dispersed by Shell 181 element and analyzed considering the geometric initial imperfection and the residual stress in the whole course.According to the load-deflection curves obtained,ultimate load-carrying capacity,deformation and the area of plasticity etc,the geometric parameters are analyzed systematically,which include web width-thickness ratio,flange width-thickness ratio,span and web tapering ratio etc.The interactive buckling of tapered H-section steel beams is discussed.By comparing the results obtained from the method with those of current Chinese technical specification,some valuable conclusions are drawn.
- tapered H -section beam with thin web,
- interactive buckling,
- geometric initial imperfection,
- residualstress,
- web tapering ratio

FullText(HTML)

References(8)

References

郭彦林,郝卫清. 轻型多层多跨钢框架结构的研究与应用[A].北京:企业管理出版社,1998.18-22.

CECS 102-1998.门式刚架轻型房屋钢结构技术规程[S].

Hancock G J. Local Distortional and Lateral Buckling of Ⅰ Beams[J].Struct Div,ASCE,1978,(11):1787-1798.

陈士林,方山峰. 纯弯工字形薄壁钢梁局部与整体的相关屈曲[J].武汉水利电力学院学报,1992,(01):54-61.

Philip Avery,Mehen Mahendran. Distributed Plasticity Analysis of Steel Frame Structures Comprising Non-Compact Sections[J].Engineering Structures,2000(22):901-909.

杨娜,支旭东,沈世钊. H型钢楔形薄壁构件的局部屈曲性能分析[J].土木工程学报,2004,(08):11-15.

于亮. 变截面工字钢梁的弹塑性局部与整体相关稳定承载力[D].北京:清华大学,2001.1-9.

郭彦林,潘湧. 变截面工形柱平面内稳定极限承载力研究[J].土木工程学报,2004,(01):13-19.

Relative Articles

Supplements(0)

Cited By

Proportional views