Getting to Know Your Bends to Support SCC Management

C. Wood, Fernando Merotto, Brian Kerrigan, Ramon Loback, P. Géa
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Abstract

Nova Transportadora do Sudeste (NTS) own and operate a gas transmission system in Brazil constructed in 1996. One of the confirmed primary integrity threats to this system is axial stress corrosion cracking. The pipelines vary in diameter, weld type, manufacturer and age. One of the pipelines failed in 2015 due to an axial stress corrosion crack. Since the failure, NTS have executed an intense inspection campaign to detect and size axial cracking within their network. The 2015 failure occurred on a field bend. The inspection campaign and following dig campaign has confirmed that cracking (both axial and circumferential) within field bends is the primary integrity threat. Brazil has a challenging terrain and approximately 40% of joints within the network were subject to cold field bending. The influences of the pipeline geometry within these areas have resulted in localised elevated stresses where the axial stress corrosion cracking colonies are initiating and growing. To date, no cracking (axial or circumferential) has been verified within their straight pipe joints. NTS initially took a conservative baseline assessment approach using API 579 Part 9, due to the limited information regarding the pipe material and complex stress state. In addition to the hoop stress from internal pressure, the baseline assessment also considered weld residual stress and bending stress due to ovalization to determine immediate and future integrity. An intensive dig campaign is underway following a crack detection in-line inspection campaign using electromagnetic acoustic transducer technology. A large number of deep cracks were reported by the in-line inspection system, these were verified to be deep and repaired with a type B sleeve. However, at one site an entire joint was removed for further analysis, to investigate the crack morphology, confirm material properties and refine the predictive failure pressure modelling. This paper outlines how NTS have combined a burst test, mechanical testing, FEA modelling, fractography and metallographic examination to further understand the feature morphology and stresses within these areas and how they have been able to reduce conservatism from their baseline assessment with confidence and adopt a plastic collapse approach to accurately predict failure.
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了解你的弯道,支持SCC管理
Nova Transportadora do Sudeste (NTS)在巴西拥有并运营1996年建成的天然气输送系统。该系统的主要完整性威胁之一是轴向应力腐蚀开裂。管道的直径、焊接类型、制造商和使用年限各不相同。2015年,由于轴向应力腐蚀裂缝,其中一条管道发生故障。自故障以来,NTS已经执行了密集的检查活动,以检测和尺寸轴向裂缝在他们的网络。2015年的故障发生在一个油田弯道上。检查活动和随后的挖掘活动证实,现场弯曲处的裂缝(包括轴向和周向)是主要的完整性威胁。巴西具有挑战性的地形,网络中大约40%的接头都受到冷场弯曲的影响。这些区域内管道几何形状的影响导致了局部应力升高,轴向应力腐蚀开裂菌落在此开始和增长。到目前为止,在直管接头内没有发现裂缝(轴向或周向)。由于有关管道材料和复杂应力状态的信息有限,NTS最初采用了API 579第9部分的保守基线评估方法。除了内部压力产生的环向应力外,基线评估还考虑了焊接残余应力和椭圆化引起的弯曲应力,以确定当前和未来的完整性。在使用电磁声换能器技术进行裂缝检测后,正在进行密集的挖掘工作。在线检测系统报告了大量深裂纹,经验证为深裂纹,并使用B型套管进行修复。然而,在一个地点,整个接头被移除以进行进一步分析,以研究裂纹形态,确认材料特性并完善预测破坏压力模型。本文概述了NTS如何结合爆裂测试、力学测试、有限元模拟、断口学和金相检查来进一步了解这些区域的特征形态和应力,以及他们如何能够自信地减少基线评估的保守性,并采用塑性崩溃方法来准确预测失效。
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