首页> 外文会议>2nd International Symposium on Computer-Aided Welding Engineering >Finite Element Analysis on Temperature Field and Residual Stress of Welding Assembly for I-Beam and End-plate
【24h】

Finite Element Analysis on Temperature Field and Residual Stress of Welding Assembly for I-Beam and End-plate

机译:工字梁和端板焊接组件温度场和残余应力的有限元分析

获取原文
获取原文并翻译 | 示例

摘要

The welding assembly of I-beam and end-plate is a common structural node of steel structures, but study on welding residual stress for this welding assembly is limited. In this paper, based on full scale model of welding assembly for I-beam and end-plate with medium plate, three-dimensional finite element model was created, and ANSYS parametric design language (APDL) was used to write computer program for numerical simulation of welding temperature field and residual stress, birth-death element technique was used to simulate weld deposition and the moving heat source. And the infrared thermometers were employed to measure the real-time temperature of the welding seams during welding and cooling process for verification purposes. Results show that the measured thermal cycle curves match well with the simulation results, prove that the heat source model and mesh generation method used in this paper are reliable, thus lay a good foundation for the next step of residual stress calculation. Simulation results of welding residual stress indicate that the longitudinal and transverse stress are main residual stresses on the surface of the end-plate; transverse stress on the surface of the web and flange plates is relatively lower; high tensile stresses exist in the central zone of upper weld toe on the flange plate and near the weld of flange plate. Simulation results also indicate that welding temperature field and residual stress of large-scale structures can be calculated simultaneously without considering the mutual influence to save computing time when the distance between welding seams is relatively far.
机译:工字梁和端板的焊接组件是钢结构的常见结构节点,但是对于这种焊接组件的焊接残余应力的研究是有限的。本文基于工字钢和中板端板焊接总成模型,建立了三维有限元模型,并使用ANSYS参数化设计语言(APDL)编写了用于数值模拟的计算机程序。针对焊接温度场和残余应力,采用生死元素技术模拟了焊接沉积和移动热源。为了验证目的,使用红外温度计测量焊接和冷却过程中焊缝的实时温度。结果表明,测得的热循环曲线与仿真结果吻合良好,证明了本文所采用的热源模型和网格生成方法是可靠的,为下一步残余应力计算奠定了良好的基础。焊接残余应力的仿真结果表明,纵向和横向应力是端板表面上的主要残余应力。腹板和法兰板表面的横向应力相对较低;在法兰板上的上部焊趾的中心区域和法兰板焊缝附近存在较高的拉伸应力。仿真结果还表明,当焊缝之间的距离相对较远时,可以同时计算大型结构的焊接温度场和残余应力,而无需考虑相互影响,从而节省了计算时间。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号