• CN:11-2187/TH
  • ISSN:0577-6686

机械工程学报 ›› 2015, Vol. 51 ›› Issue (10): 55-61.doi: 10.3901/JME.2015.10.055

• 材料科学与工程 • 上一篇    下一篇

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坡口形式对Q345/SUS304异种钢对接接头残余应力和变形的影响

蔡建鹏1, 叶延洪1, 张彦杰1, 2, 邓德安1   

  1. 1.重庆大学材料科学与工程学院 重庆 400044;
    2.重庆长征重工有限公司 重庆 400083
  • 出版日期:2015-05-15 发布日期:2015-05-15
  • 基金资助:
    国家自然科学基金资助项目(51275544)

Research of Section Deformation of Brazier Effect in Continuous Straightening a Thin-walled Tube

CAI Jianpeng1, YE Yanhong1, ZHANG Yanjie1, 2, DENG Dean1   

  1. 1. College of Materials Science and Engineering, Chongqing University, Chongqing 400044;
    2. Chongqing Chang Zheng Heavy industry Co., Ltd., Chongqing 400083
  • Online:2015-05-15 Published:2015-05-15

摘要: 近年来,异种钢焊接接头在工业应用上越来越广泛。在焊接中、厚板的异种钢接头时,为了获得全焊透接头通常需要在工件上准备坡口。由于坡口处需要填充焊缝金属,因此不同的坡口要采用不同的热输入和焊道布置。理论上而言,不同热输入和焊道布置对焊接残余应力与变形会有影响。采用数值模拟与试验手段相结合的方法研究坡口形式对Q345与SUS304异材对接接头的残余应力与变形的影响。以有限元软件ABAQUS为平台,开发热-弹-塑性有限元数值计算方法来模拟板厚为10 mm的V形和X形坡口Q345/SUS304异种钢平板多道焊对接接头的温度场、应力场和焊接变形。采用盲孔法测量V形坡口接头表面的焊接残余应力;分别采用游标卡尺和三坐标仪测量V形和X形坡口接头的横向收缩和角变形。通过比较可知,不论是焊接残余应力还是焊接变形,计算结果与试验结果都吻合较好,验证了计算方法的有效性。研究结果表明,在Q345母材与焊缝交界处的应力分布均出现不连续的现象,而且接头中SUS304侧的高拉伸残余应力区域明显宽于Q345侧。数值结果表明,坡口形式对纵向残余应力的峰值影响较小,而对横向残余应力的峰值有一定影响。试验和数值模拟结果显示V形坡口接头的横向收缩和角变形明显大于X形坡口接头的值。

关键词: 残余应力, 焊接变形, 坡口形式, 异种钢焊接, 有限元

Abstract: Dissimilar steel joints have been more and more widely used in industries in recent years. When a dissimilar steel joint with medium or thick plate is performed, a groove is usually prepared for obtaining a sound joint with full penetration. Because weld metal needs to be deposited within the groove to form the joint, it is expected that different groove shape will require different heat input and weld passes. Theoretically, different heat input and weld pass possibly have a large influence on welding residual stresses and deformation. The influence of groove on welding residual stress and deformation in a Q345/SUS304 dissimilar steel butt welded joint whose thick plate is 10 mm is investigated by means of both numerical simulation and experiment. Based on ABAQUS software, a thermal elastic plastic finite element method is developed to simulate welding temperature field, residual stress and deformation of multi-pass joint. By using the developed computational approach, the temperature fields, residual stress distributions and deformations in V-groove and X-groove Q345/SSU304 joints are calculated. The welding residual stress distribution on the surface of a joint with X-groove are obtained by hole drilling strain gauge method, while the shrinkages and angular distortions in V-groove and X-groove joints are measured by using vernier caliper and 3D coordinate measuring system, respectively. The comparison between numerical model and experimental mock-up shows that the welding residual stresses and the deformations of the V-groove joint predicted by the finite element model are in good agreement with those measured by experiment. This information suggests that the computational approach developed by this work is effective. Both the experimental and simulation results show that the longitudinal residual stress distribution is discontinuous near the fusion line between Q345 and weld metal. Besides, the region with high tensile residual stress in SUS304 side is wider than that in Q345 side. It seems that groove type has a limited influence on the peak value of longitudinal residual stress, while it has certain influence on the peak value of transverse residual stress. Both the simulated results and the measured data indicate that the transverse shrinkage and the angular distortion of V-groove joint are significantly larger than those of X-groove joint.

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