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INTEGRITY ASSESSMENT OF SUBSEA PIPELINE DENT / BUCKLE USING ILI DATA

机译:利用ILI数据评估浅埋管道凹坑/带扣的完整性

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Mechanical damage in subsea pipelines in the form of local dents / buckles due to excessive bending deformation may severely threaten their structural integrity. A dent / buckle has two significant effects on the pipeline integrity. Notably, residual stresses are set up as result of the plastic deformation and stress concentrations are created due to change in pipe geometry caused by the denting / buckling process. To assess the criticality of a dent / buckle, which often can be associated with strain induced flaws in the highly deformed metal, integrity assessment is required. The objective of this paper is to evaluate the severity of dent / buckle in a 48" subsea pipeline and to make the rerate, repair or replacement decision. This paper presents a Level 3 integrity assessment of a subsea pipeline dent / buckle with metal loss, reported in in-line inspection (ILI), in accordance with Fitness-For-Service Standard API 579-J/ASME FFS.1. In this paper, the deformation process that caused the damage (i.e. dent / buckle) with metal loss is numerically simulated using ILI data in order to determine the magnitude of permanent plastic strain developed and to evaluate the protection against potential failure modes. For numerical simulation, elastic-plastic finite element analyses (FEA) are performed considering the material as well as geometric non-linearity using general purpose finite element software ABAQUS/CAE 2017. Based on the numerical simulation results, the integrity assessment of dented / buckled subsea pipeline segment with metal loss has been performed to assess the fitness-for-service at the operating loads.
机译:由于过度的弯曲变形而导致的局部凹痕/弯折形式的海底管道机械损坏可能严重威胁其结构完整性。凹痕/弯曲对管道完整性有两个重要影响。值得注意的是,由于塑性变形而产生了残余应力,并且由于缩孔/屈曲过程引起的管道几何形状的变化而产生了应力集中。为了评估凹痕/带扣的临界度(通常可能与高度变形的金属中的应变引起的缺陷相关),需要进行完整性评估。本文的目的是评估48英寸海底管道中凹痕/弯曲的严重程度,并做出重估,维修或更换的决定。本文提出了具有金属损失的海底管道凹痕/弯曲的3级完整性评估,根据Fitness-For-Service标准API 579-J / ASME FFS.1在在线检查(ILI)中进行了报告。使用ILI数据进行数值模拟,以确定所产生的永久塑性应变的大小并评估对潜在失效模式的防护;对于数值模拟,考虑材料以及几何非塑性因素,进行了弹塑性有限元分析(FEA)。使用通用有限元软件ABAQUS / CAE 2017进行线性分析。基于数值模拟结果,对带有金属损失的凹陷/弯曲海底管段进行了完整性评估,以评估评估工作负荷下的适用性。

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