Experimental investigation on residual stress of steel welded circular tubes

被引:0
作者
机构
[1] Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education, Tsinghua University, Beijing
[2] China Southwest Architectural Design and Research Institute Co., Ltd, Chengdu
[3] Beijing Institute of Architectural Design Co., Ltd, Beijing
[4] School of Civil Engineering, Lanzhou University of Technology, Lanzhou
来源
Shi, Gang | 1600年 / Science Press卷 / 35期
关键词
High strength steel; Residual stress; Static test; Welded circular tube;
D O I
10.14006/j.jzjgxb.2014.11.016
中图分类号
学科分类号
摘要
In order to investigate the residual stress of steel welded circular tubes, an experimental program including nine different sections, different strength and different processing technology specimens were conducted in which sectioning method was employed. Based on large quantities of original test data, the residual stress distribution and the magnitudes of these different specimens were obtained, and the effects of the diameter-to-thickness ratio, the steel strength and hot galvanizing as well as the human error were analyzed. It is indicated that the residual stress of high strength steel welded tubes is flatter than the ones of ordinary steel tubes, and galvanizing decreases the maximum residual tensile stress. The human error of measuring is quite small. Finally, the residual stress distribution model for steel welded circular tube sections was established which had a good agreement with the test results. Meanwhile, the finite element verification was carried out which provided reference for the future finite element analysis of overall buckling. ©, 2014, Science Press. All right reserved.
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页码:125 / 133
页数:8
相关论文
共 17 条
  • [1] Ban H., Shi G., Xing H., Et al., Stability of Q420 high strength steel equal-leg angle members under axial compression (I): Experimental study on the residual stress , China Civil Engineering Journal, 43, 7, pp. 14-21, (2010)
  • [2] Ban H., Research on overall buckling behavior and design method of high strength steel columns under axis compression, (2012)
  • [3] Ban H., Shi G., Shi Y., Wang Y., Study on the residual stress distribution of ultra-high-strength-steel welded sections, Engineering Mechanics, 25, pp. 57-61, (2008)
  • [4] 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)
  • [5] 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)
  • [6] 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, pp. 18-25, (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., Shi Y., Wang Y., Engineering application of ultra-high strength steel structures , Progress in Steel Building Structures, 10, 4, pp. 32-38, (2008)
  • [9] Manual on Stability of Steel Structures, pp. 31-46, (1976)
  • [10] Wagner W.L., Mueller W.H., Erzurumlu H., Design interaction curves for tubular steel beam-columns , Journal of Petroleum Technology, 30, 3, pp. 367-373, (1978)