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首页> 外文期刊>Journal of natural gas science and engineering >Experimental and numerical investigation of the strain response of a dented API 5L X52 pipeline subjected to continuously increasing internal pressure
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Experimental and numerical investigation of the strain response of a dented API 5L X52 pipeline subjected to continuously increasing internal pressure

机译:凹陷API 5L X52管道的应变响应的实验性和数值研究经受连续增加内压的实验和数值研究

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摘要

A dent is a common type of defect that occurs during pipeline service. A dented region on a pipe usually creates a strong stress concentration that may become a threat to the safety and integrity of the pipeline. Therefore, such issues are major concerns for pipeline managers. To investigate the strain history behaviour of a dented steel pipeline subjected to increasing internal pressure, a full-scale experimental burst test was performed, and a nonlinear finite element method was used to compare the numerical and experimental results in this study. The paper first discusses the test specimens and test results. Then, the finite element numerical results are verified using the experimental measurement results. Subsequently, the strain behaviour at measurement points and the deformation behaviour of the test pipes were analysed in detail. Furthermore, a sensitivity analysis of strain in the axial and circumferential directions from the dent centre was performed. Deformation analysis reveal that an outward convex phenomenon occurred in axial shoulders on both sides of the dent when the Pipewall Yield Pressure reached. Test results and finite element analysis show that the strain in the dented regions changes rapidly and sharply with a large range, which can easily lead to fatigue under operation pressure for an unconstrained dent.
机译:凹痕是在管道服务期间发生的常见类型的缺陷。管道上的一个凹陷区域通常会产生强的应力集中,这可能成为对管道的安全性和完整性的威胁。因此,这些问题是管道管理人员的主要问题。为了研究经受增加内压的牙齿钢管管线的应变历史行为,进行了全规模的实验突发试验,并且使用非线性有限元方法比较本研究中的数值和实验结果。本文首先讨论了试样和测试结果。然后,使用实验测量结果验证有限元数值结果。随后,详细分析测量点处的应变行为和测试管的变形行为。此外,进行了来自凹部中心的轴向和圆周方向的应变的灵敏度分析。变形分析表明,当管道屈服压力达到时,在凹痕的两侧轴向肩部发生向外凸起现象。测试结果和有限元分析表明,凹陷区域中的应变快速且急剧地变化,大范围内,这很容易导致在无约束凹痕的操作压力下疲劳。

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