Experimental study on the buckling behavior of Q420 high strength steel welded tubes under axial compression and design methods

被引：0
作者：
Shi, Gang [1 ]
Jiang, Xue [2 ]
Zhou, Wen-Jing [2 ]
Zhang, Yong [2 ]
机构：
[1] Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing
[2] School of Civil Engineering, Beijing Jiaotong University, Beijing
来源：
Gongcheng Lixue/Engineering Mechanics | 2015年 / 32卷 / 02期
关键词：
Axial compression; Design method; High strength steel; Overall buckling; Welded tube;
D O I：
10.6052/j.issn.1000-4750.2013.07.0611
中图分类号：
学科分类号：
摘要：
The axial compression column test was conducted to investigate the overall buckling behavior of Q420 high strength submerged-arc welded steel tubes under axial compression, including 15 specimens. Based on the test results, the characteristics of buckling deformations were summarized and the relationship about buckling coefficients between the 15 test results and the Chinese code curves were compared, and the reliability of the finite element models was validated. Based on the calculation results of the parametric analysis using the finite element models, the buckling coefficients from the 60 calculated results of the finite element analysis and the Chinese code curves were compared. Finally, this paper proposed two kinds of suggestions about the overall buckling design method of the Q420 high strength submerged-arc welded steel tubes: one is for the choice of column curves in the Chinese code, that is, members under axial compression could be calculated as class-a section for its buckling capacity; the second suggestion was that a new column curve was suggested, in which the calculation parameters α1, α2, α3 to calculate the buckling coefficient φ of Chinese design code were updated. ©, 2015, Tsinghua University. All right reserved.
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页码：64 / 73
页数：9
相关论文
共 17 条
  • [1] International Association for bridge and structural engineering, Use and Application of High-Performance Steels for Steel Structures, pp. 147-152, (2005)
  • [2] Pocock G., High strength steel use in Australia Japan and the US, The Structural Engineer, 84, 21, pp. 27-30, (2006)
  • [3] Shi G., Shi Y., Wang Y., Engineering application of ultra-high strength steel structures, Progress in Steel Building Structures, 10, 4, pp. 32-38, (2008)
  • [4] Ban H., Shi G., Shi Y., Wang Y., Experimental and numerical investigation on the overall buckling behavior of Q460 high strength steel welded I-section columns, China Civil Engineering Journal, 46, 2, pp. 1-9, (2013)
  • [5] Ban H., Shi G., Shi Y., Wang Y., Overall buckling behavior of Q460 high strength steel welded box section columns under axial compression, Journal of Building Structures, 34, 1, pp. 22-29, (2013)
  • [6] Shi G., Lin C., Wang Y., Shi Y., Experimental study on local buckling of high strength steel I-section stub columns under axial compression, Journal of Building Structures, 33, 12, pp. 20-30, (2012)
  • [7] Ban H., Shi G., Liu Z., Et al., Experimental study on overall buckling behavior of Q420 high strength equal angle members under axial compression, Journal of Building Structures, 32, 2, pp. 60-67, (2011)
  • [8] Shi G., Ban H., Shi Y., Wang Y., Engineering application and recent research progress on high strength steel structures, Industrial Construction, 42, 1, pp. 1-7, (2012)
  • [9] Shi G., Lin C., Wang Y., Shi Y., Experimental study on local buckling of high strength steel square box section stub columns under axial compression, Industrial Construction, 42, 1, (2012)
  • [10] Shi G., Wang Y., Shi Y., Behavior of high strength steel columns under axial compression, Journal of Building Structures, 30, 2, pp. 92-97, (2009)
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