The impact of residual technological stresses on the opening and stability of through cracks in pipeline elements

A. Kazantsev, O. Petrov, L. Sokov
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Abstract

The impact of residual stresses in a DN850 pipe (steel 10GN2MFA) with austenitic cladding, welding stresses in the mounting annular seam of the pipeline, and residual stresses arising in a curvilinear branch DN350 (steel 08Kh18N10T) during manufacture by plastic deformation on the opening and stability of through cracks is considered. Calculations of residual stresses are performed using the finite element method (FEM). It is shown that residual stresses cause a change in the size and shape of the outflow channel, the coolant flow rate, and the value of the J-integral at the crack tip. In case of short cracks and relatively low operating stresses, the crack edges can close on the inside of the pipe wall due to the action of residual stresses thus leading to a decrease or cessation of the leak. A reversed effect of residual stresses on extended cracks is observed at rather high operating stresses: change in the shape of the outflow channel (an increase in the opening of the crack edges on the outer surface of the pipe) leads to a decrease in the friction of the coolant flow against the crack edges and, hence, to an increase in the leak volume. The results of testing full-scale models of elements of a straight section of the pipeline with a welded seam and a curvilinear branch DN350 with artificially created defects by internal pressure and bending moment are presented. It is shown that local through cracks develop from initial defects, which remain stable at maximum design loads (normal operating conditions plus maximum design earthquake) which matches the calculation results and meets the requirements of the applicability of the concept of «leak before break».
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残余工艺应力对管道元件贯通裂纹开度及稳定性的影响
考虑了奥氏体包层DN850(钢10GN2MFA)管道的残余应力、管道安装环缝处的焊接应力和曲线分支DN350(钢08Kh18N10T)在制造过程中塑性变形产生的残余应力对贯通裂纹开度和稳定性的影响。采用有限元法对残余应力进行了计算。结果表明,残余应力引起了流出通道的尺寸和形状、冷却剂流量以及裂纹尖端j积分值的变化。当裂纹较短且运行应力较低时,由于残余应力的作用,裂纹边缘可在管壁内部闭合,从而减少或停止泄漏。在相当高的工作应力下,观察到残余应力对扩展裂纹的反向影响:流出通道形状的变化(管道外表面裂纹边缘开口的增加)导致冷却剂流动与裂纹边缘的摩擦减少,因此,泄漏量增加。本文介绍了采用内压和弯矩对带有焊缝的直管段和带有人为缺陷的曲线分支DN350进行全尺寸模型试验的结果。结果表明,局部贯通裂缝由初始缺陷发展而来,在最大设计荷载(正常运行条件加最大设计地震)下保持稳定,符合计算结果,符合“先漏后破”概念的适用性要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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