LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING

Guo Yanlin; Jiang Leixin; Zhang Enuo

doi:10.13204/j.gyjz200909004

Volume 39 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 22-27,14

LI Biao, ZHAO Na, ZHAO Jinjie, YANG Yongxin, TIAN Mi, LIU Xinyuan. Experimental Research on Influencing Factors of Tensile Properties of CFRP Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 164-168. doi: 10.13204/j.gyjzG23040405

Citation:

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

Citation:

Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004

PDF( 0 KB)

LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING

doi: 10.13204/j.gyjz200909004

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

Received Date: 2009-04-20
Publish Date: 2009-09-20

Abstract

Abstract

As a new type of structural members,limit strength of lipped H-section members subjected to both compression and bending is studied.Failure modes of stubs subjected to local buckling interaction between plates are investigated theoretically,and the corresponding formula for predicting limit strength of stubs is obtained based on numbers of examples that are designed to evaluate the influence of section parameters of stubs.Further,with the numerical results and proposed formula of stubs,limit strength of lipped H-section members under both compression and bending is studied,considering slenderness ratio of members,and the proposed formula for predicting limit strength in plane and out of plane of members is given,respectively.
- lipped H-section members,
- members under compression and bending,
- limit strength,
- slenderness ratio

FullText(HTML)

References(8)

References

郭彦林,张婀娜.卷边翼缘工形截面构件在轴心压力作用下的稳定承载力研究[J].工业建筑,2009,39(9):7-14.

[2] 郭彦林,张婀娜.卷边翼缘工形截面的稳定性能及设计方法[J].工业建筑,2009,39(9):15-21.

[3] GB 500182002冷弯薄壁型钢结构设计规范[S].

[4] CEC S 102∶2002门式刚架轻型房屋钢结构技术规程[S].

[5] GB 500172003钢结构设计规范[S].

[6] 陈绍蕃.钢结构稳定设计指南[M].北京:中国建筑工业出版社,2004.

[7] 陈骥.钢结构稳定理论与设计[M].北京:科学出版社,2003.

[8] 张婀娜.卷边工形构件的稳定性能及设计方法研究[D].北京:清华大学土木工程系,2006.

Relative Articles

[1]	LIU Bin, YANG Jiaqi, LIU Tianqiao, HU Lili, FENG Peng. Finite Element Analysis of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates with High Ductility[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 72-80. doi: 10.3724/j.gyjzG23111328
[2]	LIU Bin, WANG Husheng, YANG Jiaqi, FENG Peng, ZHANG Qirui, SU Dengyang, WANG Cheng. Experimental Study on Strengthening RC Beams with Mid-Span Supporting Prestressed Carbon Fiber Plates[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 21-28. doi: 10.13204/j.gyjzG22083007
[3]	WANG Zi-hao, LI Cheng-gao, XIAN Gui-jun, XIONG Hao, BAI Jie, XU Guo-wen. Research on Bearing Performance of Multi-Bundle Parallel CFRP Cable Anchorage System[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 18-27. doi: 10.13204/j.gyjzG22022314
[9]	Zhang Xingqiang, Yao Jian. RESEARCH PROGRESS IN STRENGTHENING THEORY OF BENDING STEEL MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 121-127. doi: 10.13204/j.gyjz201410025
[10]	Wang Xian, Chen Tao, Zhang Tianjun. EXPERIMENTAL STUDY ON TENSILE BEHAVIORS OF HYBRID CFRP-STEEL DOULBLE-LAP JOINTS USING BOLTS AND ADHESIVE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 10-15. doi: 10.13204/j.gyjz201410003
[11]	Dong Zhenhua, Han Qiang, Du Xiuli. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CFRP CONFINED BRIDGE PIER WITH RECTANGULAR HOLLOW CROSS SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 27-31. doi: 10.13204/j.gyjz201306007
[12]	Hong Bin, Xian Guijun, Li Hui. OPTIMIZATION OF THE PULTRUSION PROCESS PARAMETERS OF CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 9-13,26. doi: 10.13204/j.gyjz201306003
[13]	Li Biao, Yang Yongxin, Yue Qingrui, Wang Bin. RESEARCH ON TEST METHOD OF MECHANICAL PROPERTIES OF CFRP BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 5-8,35. doi: 10.13204/j.gyjz201306002
[14]	Yu Bujun, Cai Wenhua, Zhang Jiwen, Liang Shuting, Tu Yongming. STUDY ON STATIC LOAD TESTS OF BOND TYPE ANCHORS FOR CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 118-121,155. doi: 10.13204/j.gyjz201304025
[15]	Wang Quanfeng, Chai Zhenling, Wang Lingyun, Luo Yi. EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF BRICK MASONRY WALL WITH PILASTER REINFORCED BY GFRP WITH "THROUGH-WALL" ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 65-71. doi: 10.13204/j.gyjz201206015
[16]	Wang Chenxia, Ming Wenhui. SEISMIC BEHAVIOR OF REINFORCED CONCRETE CRACK-SHORT COLUMNS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 15-19. doi: 10.13204/j.gyjz201110004
[17]	Li Susu, Chen Fengshan, Liu Yi. EXPERIMENT AND ANALYSIS OF LONG-TIME MECHANICAL PROPERTIES OF CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 69-72. doi: 10.13204/j.gyjz200705018
[18]	Guo Chunhong, Yue Qingrui, Yang Yongxin, Cai Peng, Zhao Yan, Peng Fuming, Li Qingwei. EVALUATION OF MECHANICAL BEHAVIOR OF CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 90-93. doi: 10.13204/j.gyjz200602027