基于轮廓法的X80管线钢环焊缝残余应力分析

    Residual Stress Analysis of Girth Weld for X80 Pipeline Steel Based on Contour Method

    • 摘要: 采用轮廓法对X80高钢级管道环焊缝的焊接残余应力进行测试分析,获得了X80管线钢环焊缝环向和轴向残余应力分布情况。结果表明:焊缝中心存在较大的环向残余拉应力,最大拉应力约为650 MPa,位置约距离盖面9mm的深度。焊缝轴向残余应力在焊缝中心线及焊趾处沿壁厚均呈“压—拉—压—拉”的分布规律。焊缝中心线处拉应力在距离外表面7~8 mm深度达到峰值,约为250 MPa;在16 mm深度达到压应力峰值,峰值大约-250 MPa。焊趾处轴向残余应力分布与焊缝中心线处相似,但大小比焊缝中心线处小。

       

      Abstract: The contour method was used to measure and analyze the welding residual stress of X80 pipeline girth welds,and the distributions of circumferential and axial residual stresses of X80 pipeline girth welds were obtained. The results show that there is a significant circumferentially tensile residual stress at the center of the weld, with a maximum magnitude of about650 MPa, located at a depth of approximately 9 mm from the weld outside. The axial residual stress of the weld follows a distribution pattern of "compression-tension-compression-tension" along the wall thickness at the locations of weld center-line and weld toe. The tensile stress at the center-line of the weld reaches peak at a depth of 7-8 mm from the outside, which is about 250 MPa. The peak compressive stress is located at a depth of 16 mm of the weld thickness, with a peak value of approximately-250 MPa. The distribution of axial residual stress at the weld toe is similar to that at the center-line of the weld, but its magnitude is smaller than that at the center-line of the weld.

       

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