首页> 外文期刊>Journal of Pipeline Systems Engineering and Practice >Assessment of Interaction Between a Dent and an Adjacent Corrosion Feature on Pipelines and the Effect on Pipeline Failure Pressure by Finite-Element Modeling
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Assessment of Interaction Between a Dent and an Adjacent Corrosion Feature on Pipelines and the Effect on Pipeline Failure Pressure by Finite-Element Modeling

机译:通过有限元建模评估管道上的凹痕与邻近腐蚀特征的相互作用以及对管道故障压力的影响

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摘要

Dents and corrosion are two types of defects commonly found on pipelines. Although major efforts have been made to assess the defects of each type, there is a limited understanding of interaction between the two defects in adjacency. In this work, a finite-element (FE) model was developed, enabling assessment of the interaction between a dent and an adjacent corrosion feature and prediction of failure pressure of the pipelines. Results showed that the geometries of the corrosion feature and the dent affected their interaction. As the interaction increased, the failure pressure of the pipelines decreased. A criterion was proposed to determine the critical spacing between the dent and the corrosion feature, below which an interaction between them existed. The dependences of the critical spacing on corrosion depth, corrosion length, and dent depth were determined. For example, the critical spacing between a dent 20 mm in depth and a corrosion feature 100 mm in length and 50% of pipe wall thickness on an X46 steel pipe was 150 mm. When a corrosion feature was sufficiently long (i.e., 200 mm), it dominated determination of the failure pressure, while the dent-corrosion interaction was negligible. When the corrosion feature was relatively short (i.e., 15 mm), the dent became predominant in failure pressure determination.
机译:凹痕和腐蚀是管道上常见的两种类型的缺陷。虽然已经进行了重大努力来评估每种类型的缺陷,但有限地了解邻接的两个缺陷之间的相互作用。在这项工作中,开发了有限元(FE)模型,从而能够评估凹痕与相邻腐蚀特征之间的相互作用以及管道的失效压力的预测。结果表明,腐蚀特征的几何形状和凹痕影响了它们的相互作用。随着互动的增加,管道的失效压力下降。提出了一种标准来确定凹痕和腐蚀特征之间的临界间距,下面存在它们之间的相互作用。确定临界间距对腐蚀深度,腐蚀长度和凹陷深度的依赖性。例如,凹陷20mm之间的临界间距和100mm的腐蚀特征在x46钢管上的长度和50%的管壁厚度为150 mm。当腐蚀特征足够长(即,200mm)时,它占主导地确定了失效压力,而凹陷相互作用可以忽略不计。当腐蚀特征相对较短(即15mm)时,凹痕在失效压力测定中成为主要的。

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