CRH2A型动车组缓冲梁结构焊接残余应力的有限元模拟*

  • 朱瑞栋 ,
  • 董文超 ,
  • 林化强 ,
  • 陆善平 ,
  • 李殿中
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  • 1 中国科学院金属研究所沈阳材料科学国家(联合)实验室, 沈阳 110016
    2 青岛四方机车车辆股份有限公司国家高速动车组总成工程技术研究中心, 青岛 266111
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朱瑞栋, 男, 1988年生, 硕士生

收稿日期: 2013-12-24

  修回日期: 2014-03-05

  网络出版日期: 2014-08-25

基金资助

* 国家自然科学基金项目51104142和青岛四方课题项目四合2011技开龚字第254号资助

FINITE ELEMENT SIMULATION OF WELDING RESIDUAL STRESS FOR BUFFER BEAM OF CRH2A HIGH SPEED TRAIN

  • Ruidong ZHU ,
  • Wenchao DONG ,
  • Huaqiang LIN ,
  • Shanping LU ,
  • Dianzhong LI
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  • 1 Shenyang National Laboratory for Materials Science, Institute of Metal Research, Chinese Academy of
    Sciences, Shenyang 110016
    2 National Engineering Research Center for High-speed EMU, CSR Qingdao Sifang Co., Ltd., Qingdao 266111

Received date: 2013-12-24

  Revised date: 2014-03-05

  Online published: 2014-08-25

Supported by

Supported by National Natural Science Foundation of China (No.51104142)

摘要

建立了缓冲梁结构焊接有限元模型, 利用有限元法分析了焊接残余应力分布规律. 结果表明: 应力模拟结果与采用压痕应变法实测结果吻合较好, 模型可靠; 缓冲梁下翼板边部和工艺孔区域存在较大且分布不均匀的焊接应力, 工件挂的焊接对下翼板边部应力分布影响较大; 采用A6N01铝合金代替A7N01铝合金作为母材可有效降低缓冲梁结构应力, 当角补板和缓冲梁整体成型时, 原焊缝附近的残余拉应力明显降低, 采用双人对称同时施焊能显著降低缓冲梁下翼板的残余拉应力.

本文引用格式

朱瑞栋 , 董文超 , 林化强 , 陆善平 , 李殿中 . CRH2A型动车组缓冲梁结构焊接残余应力的有限元模拟*[J]. 金属学报, 2014 , 50(8) : 944 -954 . DOI: 10.11900/0412.1961.2013.00832

Abstract

A finite element model of the buffer beam is established and the distribution of the welding residual stress is investigated by the finite element method. The results show that the calculated stress agrees well with the measured stress by the indentation strain-gage method. There are large and nonuniform residual stresses in the edge of the bottom flange and the processing hole. The welding of the workpieces hanging has an important effect on the residual stresses of the bottom flange. The replacement of A7N01 aluminum alloy with A6N01 aluminum alloy as the base metal can effectively reduce the residual stresses of the buffer beam. When the reinforcement plate is integrally formed with the buffer beam, the residual tensile stresses near the original weld are reduced remarkably. Two welders operating simultaneously on the opposite welds can significantly reduce the residual tensile stresses of the bottom flange.

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