Investigation Into Applications of Local Failure Criterion for X70 Pipeline With Corrosion Defect

J. Moon, N. Huh, Ki-Seok Kim
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Abstract

In this paper, the local failure criterion using stress modified critical strain method based on annex B of API 579 is applied to evaluate the ductile failure of API X70 pipelines with a volumetric corrosion defect. Ductile failure is quantified in terms of strain, representing the tensile strain capacity (TSC) which is commonly used in strain-based assessment for fitness-for-service of pipelines installed in frozen area where large-scale ground movement can arise due to earthquakes, freezing and thawing. Based on the local failure criterion suggested for API X70 steel material, the TSCs of the corroded pipelines are evaluated by using the detailed finite element (FE) analyses. The effects of internal pressure and defect size (such as longitudinal length, circumferential width and depth in the direction of thickness) on TSC of pipelines subjected to axial displacement are systematically investigated. In addition, TSCs based on local failure criterion are compared with those based on net-section limit load. The TSCs from the present FE analyses for various defect geometries and internal pressure can be used to predict ductile failure of corroded pipelines and to build the framework for a strain-based assessment for in-service pipelines.
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X70管道腐蚀缺陷局部失效判据的应用研究
本文采用基于API 579附录B的应力修正临界应变法局部破坏准则,对API X70含体积腐蚀缺陷管道的延性破坏进行了评价。延性破坏是用应变来量化的,代表拉伸应变能力(TSC),这通常用于基于应变的评估,以评估安装在冰冻地区的管道的适用性,在这些地区,地震、冻结和融化可能引起大规模的地面运动。根据API X70钢材料提出的局部失效准则,采用详细的有限元分析方法对腐蚀管道的tsc进行了评估。系统研究了管道内压和缺陷尺寸(如纵向长度、周向宽度和厚度方向的深度)对管道轴向位移TSC的影响。并将基于局部破坏准则的tsc与基于净截面极限荷载的tsc进行了比较。从目前的各种缺陷几何形状和内压的有限元分析中得到的tsc可用于预测腐蚀管道的延性失效,并为基于应变的在役管道评估建立框架。
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