Subset Simulation of Pipeline Corrosion, Crack, and Dent Defects Considering Multiple Limit States With Large-Scale Validation

Daryl Bandstra, A. Fraser, Juan S. Rojas
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Abstract

Structural reliability is an engineering method that focuses on the calculation and prediction of the probability of failure for a structural system. Structural reliability is used by many pipeline operators to assess the probability of failure, and these probability of failure estimates are then used to manage safety, environmental, and operational risks for threats such as corrosion, cracking, and third-party damage. In the structural reliability approach, the probability of failure is obtained from a multi-dimensional integral, for which the solution is commonly estimated numerically using Direct Monte Carlo (DMC) simulation. DMC is straight-forward and robust but requires a significant amount of computational effort to estimate small probabilities, which are typical of threats to pipeline integrity. Subset Simulation is an approach that improves on the efficiency issues of DMC by representing the rare event probability as the product of a number of more frequent events, which are each estimated separately. Previous work published at IPC in 2020 by Bandstra and Fraser [1] showed very close agreement between DMC and Subset Simulation for a single defect reference case with a single limit state. This study extends that initial work by applying Subset Simulation to various failure models for a variety of pipeline defects. Subset Simulation is applied to the CSA corrosion model, PRCI MAT-8 crack model, and the EPRG dent failure model, and the performance is evaluated by comparing the results to DMC. For each of these comparisons, simulations are performed across a large-scale grid of validation cases that consider a range of pipeline and defect sizes. An approach that utilizes Subset Simulation to handle multiple limit states is also presented and applied for relevant failure models and the results are evaluated against DMC.
考虑多极限状态的管道腐蚀、裂纹和凹痕缺陷子集模拟及大规模验证
结构可靠度是一种着重于计算和预测结构体系失效概率的工程方法。许多管道运营商使用结构可靠性来评估故障概率,然后将这些故障概率评估用于管理安全、环境和操作风险,如腐蚀、开裂和第三方损坏。在结构可靠性方法中,失效概率是从多维积分中得到的,通常采用直接蒙特卡罗(DMC)模拟方法对其解进行数值估计。DMC是直接和稳健的,但需要大量的计算工作来估计小概率,这是典型的管道完整性威胁。子集模拟是一种改进DMC效率问题的方法,它将罕见事件概率表示为多个更频繁事件的乘积,每个事件分别进行估计。Bandstra和Fraser于2020年在IPC上发表的先前工作[1]表明,对于具有单一极限状态的单个缺陷参考情况,DMC和子集模拟之间存在非常密切的一致性。本研究通过将子集模拟应用于各种管道缺陷的各种失效模型来扩展最初的工作。对CSA腐蚀模型、PRCI MAT-8裂纹模型和EPRG凹痕失效模型进行了子集仿真,并与DMC结果进行了比较,对其性能进行了评价。对于这些比较中的每一个,模拟都是在考虑一系列管道和缺陷大小的验证用例的大规模网格上执行的。提出了一种利用子集仿真来处理多个极限状态的方法,并将其应用于相关的失效模型,并根据DMC对结果进行了评估。
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