EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF HIGHSTRENGTH STEEL WELDED H-SECTION MEMBERS

Zhou Feng; Chen Yiyi; Tong Lewei; Wu Qi; Pan Chunyu

doi:10.13204/j.gyjz201201006

Volume 42 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(1): 32-36,25

Zhou Feng, Chen Yiyi, Tong Lewei, Wu Qi, Pan Chunyu. EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF HIGHSTRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 32-36,25. doi: 10.13204/j.gyjz201201006

Citation:

Zhou Feng, Chen Yiyi, Tong Lewei, Wu Qi, Pan Chunyu. EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF HIGHSTRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 32-36,25. doi: 10.13204/j.gyjz201201006

Citation:

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF HIGHSTRENGTH STEEL WELDED H-SECTION MEMBERS

doi: 10.13204/j.gyjz201201006

1.
1. State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;
2.
2. Department of Building Engineering,Tongji University,Shanghai 200092,China

Received Date: 2011-06-25
Publish Date: 2012-01-20

Abstract

Abstract

It was presented an experimental investigation on structural behaviour of welded H-sections fabricated from high-strength steel sheet with a nominal yield stress of 460 MPa.A total of six tests were performed on high-strength welded H-sections subjected to axial compression force.The comparison of the test results with the design strengths calculated using the Chinese Code for steel structures showed that the long column design strengths predicted using the curve c specified in the Chinese Code were conservative,while the reliability of the design strengths predicted using the curve b needed to be assessed using reliability analysis.Furthermore,a total of four cyclic loading tests were conducted to study the hysteretic behavior of high-strength welded H-section beam-columns.The test result showed that the Q460 steel welded H-section beam-columns possed good ductility and a certain degree of energy dissipation capacities.
- axial compression tests,
- cyclic loading tests,
- high-strength steel,
- hysteretic behaviour,
- overall stability,
- steel welded H-section column

FullText(HTML)

References(7)

References

GB50017--2003钢结构设计规范[S].

Eurocode 3:Design of Steel Structures.Partl,1 General Rules and Rules for Buildings[S].

Load and Resistance Factor Design Specification for Structural Steel Buildings[S].

施刚,王元清,石永久. 高强度钢材轴心受压构件的受力性能[J].建筑结构学报,2009,(02):92-97.

张银龙,苟明康,李宁. 高强钢轴心受压构件整体稳定性研究[J].钢结构,2010,(06):29-34.

GB/T228--2002金属材料室温拉伸试验方法[S].

JGJ101-1996建筑抗震试验方法规程[S].

Relative Articles

[1]	XIA Yun, LIU Weiji, CHEN Chuntao, ZHOU Xiezhong, TANG Hongyuan, TAN Hongfei. Seismic Performance Tests of Prefabricated Shear Walls Connected with Cone-Sleeve Locking of Vertical Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 81-89. doi: 10.3724/j.gyjzG23090720
[2]	ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911
[3]	YU Feng, CHEN Hao, YAO Chi, QIN Yin, FANG Yuan, BU Shuangshuang. Numerical Analysis of Moment-Curvature Relations on Self-Stressing Steel-Slag- Concrete-Filled Steel Tube Columns Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 160-168,188. doi: 10.13204/j.gyjzG22012912
[4]	ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025
[5]	REN Fan, GU Qian, TAN Yuan, PENG Bo, TIAN Shui, WANG Xiang. Research on Mechanical Properties of Double-Faced Precast Concrete Superposed Shear Wall with Structural Steel Trusses Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 111-118. doi: 10.13204/j.gyjzG21123003
[6]	YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei. RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025
[7]	RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011
[8]	Jiang Zhaodong. A REPEATEDLY LOADED EXPERIMENTAL STUDY OF BEAM-PILLAR SUPPORTED JOINT IN LARGE COAL-FIRED POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 161-165. doi: 10.13204/j.gyjz201501033
[9]	Yuan Xiaojing, Zhao Wei. EXPERIMENT RESEARCH ON STEEL PLATE SHEAR WALL WITH HORIZONTAL STIFFENER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 123-127. doi: 10.13204/j.gyjz2001412020
[10]	Gu Jianye, Sun Guohua, Yu Anlin, Zhao Baocheng, Shi Yu. CYCLIC TEST OF DAMAGED RC FRAMES RETROFITTED WITH Y-ECCENTRICALLY STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 25-30.
[11]	Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004
[12]	Wang Xiaohan, Liu Bingkang, Lu Guo1 Chen Lihua, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 21-24,117. doi: 10.13204/j.gyjz201204005
[13]	Tong Lewei, Zhao Jun, Zhou Feng, Chen Yiyi, Hu Xiaoping. EXPERIMENTAL INVESTIGATION ON LONGITUDINAL RESIDUAL STRESS OF Q460 HIGH-STRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 51-55,17. doi: 10.13204/j.gyjz201201009
[14]	Dai Guoxin, Wang Fei, Shi Gang, Wang Yuanqing, Shi Yongjiu. COMPARISON OF MONOTONIC AND CYCLIC PERFORMANCES OF STRUCTURAL STEEL Q345 AND Q460[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 13-17,55. doi: 10.13204/j.gyjz201201003
[15]	Shi Yongjiu, Pan Bin, Shi Gang, Wang Yuanqing. EXPERIMENTAL STUDY ON HIGH STRENGTH STEEL-PLATEBOLTED CONNECTIONS UNDER SHEAR FORCE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 56-61,7. doi: 10.13204/j.gyjz201201010
[16]	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
[17]	Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. EFFECT OF INITIAL IMPERFECTIONS ON OVERALL BUCKLING BEHAVIOR OF HIGH STRENGTH STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 37-45,50. doi: 10.13204/j.gyjz201201007
[18]	Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021
[19]	Zhang Yang, Zhang Yaochun. IN-PLANE GLOBAL STABILITY OF SPACE LATTICE TILTED COLUMN FRAME OF TRIANGLE SECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 71-74. doi: 10.13204/j.gyjz200503025
[20]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004