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
Link To Document