THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB

Zhang Bohao; Guo Yanlin; Deng Jingzhi; Zhang Qinglin

doi:10.13204/j.gyjz201207002

Volume 42 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(7): 14-21,44

Lei Xiaoyu, Yan Mingli, Shen Xuejing, Yan Xuefeng. EFFECT OF GROUNDWATER DESIGN OF BUILDING FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 85-87. doi: 10.13204/j.gyjz201011021

Citation:

Zhang Bohao, Guo Yanlin, Deng Jingzhi, Zhang Qinglin. THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 14-21,44. doi: 10.13204/j.gyjz201207002

Lei Xiaoyu, Yan Mingli, Shen Xuejing, Yan Xuefeng. EFFECT OF GROUNDWATER DESIGN OF BUILDING FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 85-87. doi: 10.13204/j.gyjz201011021

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THEORETICAL AND EXPERIMENTAL STUDY ON THE FLEXURAL MEMBER WITH SINUSOIDAL CORRUGATED WEB

doi: 10.13204/j.gyjz201207002

1.
Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2012-02-25
Publish Date: 2012-07-20

Abstract

Abstract

A H-shaped beam with a sinusoidal corrugated web has a high load-carrying efficiency under bending, butit is still verified to be highly efficient as an axial loaded column by a rational design for the section. This paperfocused on the buckling behavior and corresponding design formula of the sinusoidal corrugated web column loadedaxially. Two specimens axially loaded were tested, and the obtained test results were consistent with those of finiteshell element analysis. Additionally, a comparison of load-carrying efficiency and design economics between the flatand corrugated web columns was also made.
- sinusoidal corrugated web,
- buckling behavior,
- test,
- design formula,

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References(13)

References

CECS102:2002门式刚架轻型房屋钢结构技术规程[S].

[2] CECS290:2011波浪腹板钢结构应用技术规程[S].

[3] 郭彦林,王小安,张庆林,等.波浪腹板门式刚架轻型房屋钢结构设计理论及应用[J].建筑结构,2011,41(4):11-19.

[4] GB500182002冷弯薄壁型钢结构技术规范[S].

[5] 郭彦林,张庆林.波折腹板工形构件截面承载力设计方法[J].建筑科学与工程学报,2006,23(4):58-63.

[6] 郭彦林,张庆林,王小安.波浪腹板工形构件剪承载力设计理论及试验研究[J].土木工程学报,2010,43(10):45-52.

[7] 郭彦林,张庆林,王小安.波浪腹板梁平面外稳定承载力设计理论与试验研究[J].土木工程学报,2010,43(10):17-26.

[8] 张庆林.波浪腹板工形构件稳定承载力设计方法研究[D].北京:清华大学,2008.

[9] 郭彦林,王小安,张博浩.波浪腹板钢结构设计理论研究及应用现状[J].工业建筑,2012,42(7):1-13.

[10] GB500172003钢结构设计规范[S].

[11] 陈骥.钢结构稳定理论与设计[M]北京:科学出版社,2003.

[12] ZemanCo Gesellschaft MBH.Corrugated Web Beam Technical Documentation[R].Vienna,Austria:ZemanCo.Gesellschaft MBH,1999.

[13] 郭彦林.波浪腹板工型构件试验报告[R].北京:清华大学土木工程系,2007.

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