EXPERIMENTAL STUDY ON LOCAL BUCKLING OF HIGH STRENGTH STEEL SQUARE BOX SECTION STUB COLUMNS UNDER AXIAL COMPRESSION

Shi Gang; Lin Cuocuo; Wang Yuanqing; Shi Yongjiu

doi:10.13204/j.gyjz201201004

Volume 42 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(1): 18-25,36

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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

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EXPERIMENTAL STUDY ON LOCAL BUCKLING OF HIGH STRENGTH STEEL SQUARE BOX SECTION STUB COLUMNS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz201201004

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

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

Abstract

Abstract

Aiming at the local buckling behavior of high strength steel welded box section columns,four axial compression tests of Q460 square box section stub columns were conducted.Based on the test results,the relation of buckling stress and ultimate stress of specimens with different width-to-thickness ratios were studied.Besides,test results were compared with the corresponding design methods and calculation formulae in Chinese,American,European steel structures design codes and method proposed by Chen Shaofan.The research work showed that the effective areas decreased and the post-buckling strength increased with width-to-thickness ratios;the value of the buckling stress of square box section stub columns in the Chinese steel structures design code was unreasonable;the calculation results of the American,European steel structures design codes and the design method proposed by Chen Shaofan were close,which were all little higher than the test results,so all the design methods were reasonable.A new design method was proposed to predict buckling stress of Q460 square box section stub columns,which was in need of revision;the design method proposed by Chen Shaofan and the calculating formula of Eurocode 3,which was in need of revision,were recommended to predict ultimate stress of Q460 square box section stub columns.
- steel structure,
- high strength steel,
- local buckling,
- box section,
- experimental study,
- axial compression

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References(24)

References

International Association for Bridge and Structural Engineering. Use and Application of High-Performance Steels for Steel Structures[M].Zurich:IABSE,2005.

卢立香,陈才发. 国家体育场Q460-E及Q345GJ-D钢厚板焊接工艺[J].焊接技术,2007,(02):26-28.

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,(04):32-38.

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.

GB50017--2003钢结构设计规范[S].

Shi Gang,Liu Zhao,Ban Huiyong. Experiments on the Local Buckling of 420MPa Steel Equal Angle Columns Under Axial Compression[A].香港,2009.

曹现雷. Q460高强角钢受压构件稳定承载力研究[D].西安:西安建筑科技大学,2010.

施刚,刘钊,张勇. 高强度钢材轴心受压构件局部稳定的有限元分析[J].沈阳建筑大学学报(自然科学版),2011,(06):1046-1051.

Usami T,Fukumoto Y. Welded Box Compression Members[J].Journal of Structural Engineering,1983,(10):2457-2469.

Usami T,Fukumoto Y. Local and Overall Buckling of Welded Box Columns[J].Journal of the Structural Division ASCE,1982,(ST3):525-542.

Nishino F,Ueda Y,Tall L. Experimental Investigation of the Buckling of Plates with Residual Stresses[A].Philadephia:ASTM Special Technical Publication No,419,1967.12-30.

Rasmussen K J R,Hancock G J. Plate Slenderness Limits for High Strength Steel Sections[J].Journal of Constructional Steel Research,1992,(01):13-96.

Hermann S D. On the Local Stability Interaction Effect of High Strength Steel Columns[A].Coimbra,2002.353-360.

Tang L R B,Mahendran M. Behavior of High Strength Steel Compression Members[A].Copenhagen,Denmark,2004.53-64.

AISC 360-05.Specification for Structural Steel Buildings[S].

EN 1993-1-5 Eurocode 3.Design of Steel Structures-Part 1-5:Plated Structural Elements[S].

陈绍蕃. 焊接薄壁箱形截面轴心压杆的承载力计算[J].建筑钢结构进展,2009,(06):1-4.

陈骥. 钢结构稳定理论与设计 3版[M].北京:科学出版社,2006.

GB50205--2001钢结构工程施工质量验收规范[S].

GB/T2975--1998钢及钢产品力学性能试验取样位置及试样制备[S].

GB/T228--2002金属材料室温拉伸试验方法[S].

何保康. 轴心压杆局部稳定试验研究[J].西安冶金建筑学院学报,1985,(01):20-34.

TJ17-74钢结构设计规范[S].

林错错,施刚,王元清. 钢结构焊接截面轴心受压构件局部整体相关稳定受力性能研究[J].钢结构,2010,(增刊1):530-541.

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