Monitoring Estimation and Finite Element Analysis of Thick Plate Steel Beam Joints Welding Process

被引:0
|
作者
Wang X. [1 ,2 ]
Liu H. [1 ]
Zhou T. [2 ,3 ]
Tong X. [1 ]
机构
[1] School of Civil Engineering, Tianjin University, Tianjin
[2] Key Laboratory of Coast Civil Structure and Safety of Ministry of Education(Tianjin University), Tianjin
[3] School of Architecture, Tianjin University, Tianjin
关键词
Construction monitor; Finite element analysis; Temperature field; Thick plate welding; Welding residual stress;
D O I
10.11784/tdxbz201804047
中图分类号
学科分类号
摘要
The study of welding temperature and residual stress of thick plate steel beam joints was based on a project in Tianjin. A set of monitoring programs for different thickness(35 mm, 50 mm, 80 mm, 100 mm)were carried out, including the comprehensive monitoring of different paths of transverse and longitudinal residual stresses, welding temperature and the concrete condition at supports. Further, the influence of thickness on welding temperature and residual stress was studied. Based on the real-time welding parameters, the numerical models of thick steel beam welding were established, and the change of residual stress at the welding center with time was analyzed. The result shows that the welding is a process of heat transfer with non-uniform transient temperature field, and there exists the hysteresis phenomenon. The highest temperature in the direction of the plate width appears in the center of plate, which is the same as the distribution characteristics of transverse residual stress. With the increase of the thickness of welding steel plate, transverse and longitudinal residual stresses increases. When the thickness is over 80 mm, the growth rate of residual stress decreases, which means that the multi-pass welding is an effective method for reducing residual stress. © 2018, Editorial Board of Journal of Tianjin University(Science and Technology). All right reserved.
引用
收藏
页码:27 / 34
页数:7
相关论文
共 14 条
  • [1] Chen C., Li W., Wang Q., Et al., Three-dimensional dynamic FEM simulation of temperature distribution for welding process, Journal of Tianjin University, 38, 5, pp. 466-470, (2005)
  • [2] Zhao Z., Zhu H., Chen Z., Et al., Mechanical behavior of single-layer reticulated shell connected by welded hollow spherical joints with considering welding residual stress, Welding in the World, 60, 1, pp. 61-69, (2016)
  • [3] Yang K., Li H., Zhu X., Et al., Residual stress measurement of the transverse welded joint of a medium plate robot by blind hole method, China Science and Technology Information, 7, (2017)
  • [4] Brar G.S., Singh C.S., FEA of residual stress in cruciform welded joint of hollow sectional tubes, Journal of Constructional Steel Research, 102, 11, pp. 44-58, (2014)
  • [5] Takahash E., Iwai K., Satoh K., A method of measuring triaxial residual stress in heavy section butt weldments, Trans of the Japan Welding Society, 10, 1, pp. 36-45, (1979)
  • [6] Park J.-U., An G., Woo W., The effect of initial stress induced during the steel manufacturing process on the welding residual stress in multi-pass butt welding, International Journal of Naval Architecture and Ocean Engineering, 10, 2, pp. 129-140, (2018)
  • [7] Xiong J., Zhou J., Yu T., The distribution law of welding residual stress in heavy plate, Journal of Hubei Polytechnic University, 12, 3, pp. 5-10, (1997)
  • [8] Jiang C., Xiong J., Yu T., Research on the test of the distribution law of welding residual stress in heavy plate, Journal of Hubei Polytechnic University, 15, 1, pp. 6-9, (2000)
  • [9] Yang L., Jiang K., Shao F., Et al., Analysis of the effects of multiple parameter on temperature field in welding T-joint, Steel Construction, 30, 5, pp. 68-73, (2015)
  • [10] Feng Y., Analysis on Welding Residual Stress with ANSYS, (2008)