• DocumentCode
    3235130
  • Title

    Several influence factors for longitudinal residual stress of welded box column

  • Author

    Sun, Yuping ; Wang, Xiaojie ; Li, Hui

  • Author_Institution
    Sch. of Civil Eng., Lanzhou Univ. of Technol., Lanzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    671
  • Lastpage
    673
  • Abstract
    Welded box column is main compression member of steel structure, and residual stress is the most important factor affecting the ultimate bearing capacity of box column. Based on ANSYS system, whole welding process is simulated by three dimension thermal elastic-plastic finite element method, element strain and node displacement solve by the node temperature change of established temperature interpolation function. There are more accurate results than parabola model or broken line model about residual stress. According to the simulation calculation result compare the effects on residual stress in these three aspects: height of column, sequence of welding, number of weld layer, provide some references for the practical engineering.
  • Keywords
    construction components; elasticity; finite element analysis; internal stresses; interpolation; plasticity; steel; structural engineering; welding; ANSYS system; longitudinal residual stress; steel structure; temperature interpolation function; thermal elastic-plastic finite element method; ultimate bearing capacity; welded box column; Finite element methods; Flanges; Materials; Residual stresses; Strain; Welding; box column; interpolation function; residual stress; three dimension thermal elastic-plastic;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775180
  • Filename
    5775180