LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION

Zhang Shuigen; Tong Genshu; Zhang Lei

doi:10.13204/j.gyjz201312006

Volume 43 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 38-44

Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006

Citation:

Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006

Citation:

PDF( 0 KB)

LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz201312006

1.
1. Huahui Engineering Design Group,Shaoxing 312000,China;
2.
2. Institute of High-Performance Materials and Structures,Zhejiang University,Hangzhou 310058,China

Received Date: 2013-08-04
Publish Date: 2013-12-20

Abstract

Abstract

It was analyzed the distortional buckling of the flange-lip section in closed form solution. Through modelling the flange-lip section as a parallel system resisting bending loads, it was also proposed formulas to calculate the equivalent bending rigidity of the lip. Using the analytic methods，the bucklings of Z and C sections under axial loading were investigated. The critical stresses of local and distortional bucklings，buckling factors，together with buckling wave-length. Approximate formulas with excellent accuracy were proposed.
- local buckling,
- distortional buckling,
- cold-formed section steel

FullText(HTML)

References(6)

References

[2] Teng J G, Yao J, Zhao Y.Distortional Buckling of Channel Beam-Columns［J].Thin-Walled Structures, 2003, 41(7):595-617.

Lau S C W,Hancock G J.Distortional Buckling Formulas forChannel Columns［J].J Struct Eng ASCE,1987,113:1063-1078.

[3] 陈绍蕃.卷边槽钢的局部相关屈曲和畸变屈曲［J].建筑结构学报, 2002, 23(1):27-31.

[4] 吕烈武, 沈世钊, 沈祖炎, 等.钢结构构件稳定理论［M].北京:中国建筑工业出版社, 1983.

[5] GB 500182002 冷弯薄壁型钢结构技术规范［S].

[6] Column Research Committee of Japan.Handbook of StructuralStability[M].Tokyo: Corona Publishing Company Ltd, 1971.

Relative Articles

[1]	ZHANG Jiahui, TAN Zhuoqiong. Experimental Research on Cold-Formed High-Strength Steel C-Section Stub Columns with Interaction of Distortional and Local Buckling[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 188-195. doi: 10.13204/j.gyjzG21090908
[2]	MA Yuanze, FU Yuxin, CHEN Liang, ZHAO Jinyou, ZHANG Wenying, YU Shaole. Research on Hysteretic Properties of Cold-Formed Steel Framed Shear Walls with Self-Centering Energy Dissipation Braces[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 135-143,200. doi: 10.13204/j.gyjzG22032903
[3]	XIE Zhiqiang, SHI Leilei, ZHANG Ailin, ZHOU Daxing, ZHANG Xiangdong, YIN Bingshuai, WANG Kai. Research on Simplified Analysis Methods of Nonlinear Finite Element for Shear Performance of Self-Piercing Riveting Connections Between Cold-Formed Steel Sheets[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 98-105,146. doi: 10.13204/j.gyjzG22011912
[4]	WANG Yuwei, GUO Yanlin, WANG Mengzheng. RESEARCH PROGRESS OF CONCRETE-INFILLED DOUBLE STEEL CORRUGATED-PLATE COMPOSITE WALLS WITH T-SECTION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 181-188. doi: 10.13204/j.gyjzG21052612
[5]	YAO, Xingyou, GUO, Yanli, LIU. ANALYSIS ON DISTORTIONAL BUCKLING OF COLD-FORMED THIN-WALLED STEEL LIPPED CHANNEL STEEL MEMBERS WITH WEB OPENINGS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 170-177. doi: 10.13204/j.gyjz202001027
[7]	Wang Dengfeng, Wang Yuanqing, Fang Bin, Dai Haijin. OPTIMIZING DESIGN STUDY ON THE TRUSS BEAM SYSTEM WITH ENLARGED SPAN IN ELECTROSTATIC PRECIPITATOR[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 161-167. doi: 10.13204/j.gyjz201504031
[8]	Liu Huan, Yao Yong, Chu Yunpeng, Deng Yongjun, Su Zehong. EXPERIMENTAL STUDY OF PERFORMANCE OF AXIALLY COMPRESSED SANDY PEBBLE FILLED THIN-WALLED SQUARE STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 120-123,148. doi: 10.13204/j.gyjz201309023
[9]	Yao Jian, Tang Tingting, Chen Baixin. COMPARISON AND STUDY ON CALCULATION METHODS OF COLD-FORMED THIN-WALLED LIPPED CHANNEL MEMBERS' CAPACITY OF DISTORTIONAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 120-123. doi: 10.13204/j.gyjz201306024
[10]	Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER BENDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 45-51,33. doi: 10.13204/j.gyjz201312007
[11]	Wang Haiming, Zhang Yaochun. DIRECT CALCULATION METHOD OF OVERALL BENDING DEFLECTION FOR COLD-FORMED STEEL FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 130-135. doi: 10.13204/j.gyjz201101029
[12]	Xu Yong, Lin Xiangen, Tong Lewei, Cheng Xin. EXPERIMENTAL RESEARCH ON STATICAL BEHAVIOR OF LIGHT-STEEL PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 115-119,124. doi: 10.13204/j.gyjz201009029
[13]	Wang Zhibin, Tao Zhong. BEHAVIOUR OF CONCRETE-FILLED SQUARE STIFFENED THIN-WALLED STEEL TUBULAR BEAM-COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 1-4. doi: 10.13204/j.gyjz200904001
[14]	Guo Yanlin, Zhang Enuo, Jiang Leixin. RESEARCH ON LOCAL BUCKLING OF LIPPED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 1-6. doi: 10.13204/j.gyjz200909001
[15]	Guo Lanhui, Zhang Sumei. SIMPLIFIED METHOD OF BEARING CAPACITY OF CONCRETE-FILLED RECTANGULAR STEEL TUBE COLUMNS CONSIDERING LOCAL BUCKLING SUBJECTED TO AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 98-102. doi: 10.13204/j.gyjz200907027
[16]	Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002
[17]	He Baokang, Jiang Lu, Liu Yanjun, Zhou Tianhua, Wang Yanmin. EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 73-77. doi: 10.13204/j.gyjz200808019
[18]	Wang Haiming, Zhang Yaochun. DISTORTIONAL BUCKLING PERFORMANCE STUDY ON FLEXURAL MEMBERS WITH UPRIGHT AND INCLINED EDGE STIFFENERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 106-109. doi: 10.13204/j.gyjz200806027
[19]	Jiang Lu, He Baokang, Ma Rongkui, Yang Songling. COMPARISON AND ANALYSIS OF LIPPED CHANNEL FLEXURAL MEMBERS' CAPACITY CALCULATED BY SPECIFICATION NAS 2004 AND GB 50018-2002[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 91-94. doi: 10.13204/j.gyjz200706023
[20]	Wang Zhibin, Tao Zhong, . EFFECT OF INITIAL IMPERFECTION ON MECHANICAL PROPERTY OF STUB COLUMNS OF SQUARE CONCRETE-FILLED THIN-WALLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 19-22. doi: 10.13204/j.gyjz200611005