STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

Shi Gang; Liu Zhao; Ban Huiyong; Zhang Yong; Shi Yongjiu; Wang Yuanqing

doi:10.13204/j.gyjz200906004

Volume 39 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 18-21

Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 18-21. doi: 10.13204/j.gyjz200906004

Citation:

Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 18-21. doi: 10.13204/j.gyjz200906004

Citation:

PDF( 0 KB)

STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200906004

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;
3.
3. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China

Received Date: 2008-02-20
Publish Date: 2009-06-20

Abstract

Abstract

The application of Q420 and Q460 high strength hot-rolled steel angles in steel structures is increasing,but because of the high strength,the widthto-thickness ratio of some steel angles exceeds the code limitation,which does not satisfy the requirement of local buckling.The Chinese Code for Design of Steel Structures(GB 500172003)doesn't provide the corresponding design method for solving this problem.Based on the related Codes of the Chinese Technical Regulation of Design for Tower and Pole Structures of Overhead Transmission Line(DL/T 51542002)and the ASCE Design of Latticed Steel Transmission Structures(ANSI/ASCE 1097),it was studied the stability design methods of Q420 and Q460 high strength hot-rolled steel angle members under axial compression,and analyzed the rationality of these methods,which provides a reference for the corresponding design.
- high strength steel angle,
- axial compression,
- stability,
- buckling

FullText(HTML)

References(7)

References

[2] 郑戈.我国输电铁塔将大幅减重[N].中国冶金报,2004-09-07;

施刚,石永久,王元清.超高强度钢材钢结构的工程应用[J].建筑钢结构进展,2008,10(4):32-38;

[3] GB 50017-2003钢结构设计规范[S];

[4] ANSI/ASCE 10-97 Design of Latticed Steel Transmission Structures[S];

[5] DL/T 5154-2002架空送电线路杆塔结构设计技术规定[S];

[6] 《钢结构设计手册》编辑委员会.钢结构设计手册[M].北京:中国建筑工业出版社,2004;

[7] GBJ 17-88钢结构设计规范[S].

Relative Articles

[1]	GAO Shuran, ZHANG Junfeng, LI Bo, HAN Dongguang, REN Liqun. Research on Buckling Performance of Cold-Formed Uniformly Compressed Plates with Complex Edge Stiffeners[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 88-99. doi: 10.3724/j.gyjz.G22122203
[2]	JING Denghu, HU Songtao, QIAO Dun. Experimental Research on Size Effects of Brick Masonry Columns Reinforced with and Without External Angle Steel Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 246-253. doi: 10.3724/j.gyjzG23120709
[3]	YUE Fengjiang, YANG Furu, FANG Xibing, ZHAO Wen. A Numerical Method for Eigenvalue Buckling Analysis of Grid Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 161-167. doi: 10.13204/j.gyjzG21091406
[4]	WANG Yuhao, LIU Degui, WANG Ning, MA Jingjing. Experimental Research on Mechanical Properties of Prestressed Steel-timber Circular Column Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 39-46. doi: 10.13204/j.gyjzG20061012
[5]	ZHANG Qian, DU Caixia, ZHANG Peng, CAI Jianguo, FENG Jian. RESEARCH ON AXIAL COMPRESSION PERFORMANCE OF 3D PRINTED CONCRETE WALL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 36-41,94. doi: 10.13204/j.gyjzG20121501
[6]	ZENG Bin, SHANG Renjie, CUI Cui, XU Qing, XU Man. STABILITY ANLYSIS OF STEEL COMPRESSION BAR REINFORCED WITH OUTER SLEEVE OR RIGID PRESTRESSED STRUT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 133-137. doi: 10.13204/j.gyjzG20081014
[7]	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
[8]	Xiao Yan, Feng Li, LüXiaohong, She Liyong, Shen Yali. EXPERIMENTAL STUDIES OF GLUBAM COLUMNS UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 13-17. doi: 10.13204/j.gyjz201504003
[9]	Yan Ｒenzhang, Chen Zhihua, Wang Xiaodun. STRUCTURE DESIGN AND STABILITY ANALYSIS OF A LARGE WELDED STEEL SILO FOR COAL STORAGE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 158-165. doi: 10.13204/j.gyjz201410031
[10]	Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006
[11]	Shen Ruihong, Tong Genshu. BUCKLING OF TIMOSHENKO COLUMNS WITH LINEARLY VARIED RIGIDITIES AND AXIAL FORCES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 8-12,18. doi: 10.13204/j.gyjz201304002
[12]	Tong Gen-shu, Peng Guo-zhi. LOCAL BUCKLING OF I-SECTIONS IN COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 138-144,119. doi: 10.13204/j.gyjz201209030
[13]	Shi Gang, Lin Cuocuo, Wang Yuanqing, Shi Yongjiu. EXPERIMENTAL STUDY ON LOCAL BUCKLING OF HIGH STRENGTH STEEL SQUARE BOX SECTION STUB COLUMNS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 18-25,36. doi: 10.13204/j.gyjz201201004
[14]	Gong Yongzhi, Zhang Jiwen, Jiang Lizhong, Tu Yongming. EXPERIMENTAL RESEARCH OF THE AXIAL COMPRESSION CONCRETE COLUMNS REINFORCED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 67-70. doi: 10.13204/j.gyjz201007018
[15]	Cao Xianlei, Hao Jiping, Zhang Tianguang, Fan Chunlei, Guo Yonghua, Zhang Yao. EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF HIGH STRENGTH ANGLE STEEL ATTACHED BY ONE LEG[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 108-112. doi: 10.13204/j.gyjz200911025
[16]	Wang Dengfeng, Cao Pingzhou. INVESTIGATION INTO THE STABILITY OF LARGE SCALE THIN-WALLED STEEL CYLINDRICAL SHELLS UNDER SEVERE DISASTER OF ICE AND SNOW[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 120-125. doi: 10.13204/j.gyjz200910027
[17]	Yi WeiJian, Li Peng. FINITE ELEMENT ANALYSIS OF UNIAXIAL COMPRESSION FRP-CONFINED SQUARE COLUMN SECTION STRESS DISTRIBUTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 84-89. doi: 10.13204/j.gyjz200803023
[18]	Xu Han-yong, . THE INFLUENCE OF THE STIFFNESS OF CROSS DIRECTION SUPPORT ON THE STABILITY OF CENTRALLY COMPRESSED STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 72-74. doi: 10.13204/j.gyjz200610020
[19]	Pan Jinglong, Hu Zhongjun, Xu Tian. STABLE BEARING CAPACITY EXPERIMENTAI STUDY OF THE AXIAL-COMPRESSION REINFORCED CONCRETE SLENDER COLUMNS CONFINED BY FIBER REINFORCED PLASTIC[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 24-28. doi: 10.13204/j.gyjz200509007
[20]	Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026