含内腐蚀缺陷埋地管道冲击作用下力学分析

    Mechanical Analysis of Buried Pipes with Internal Corrosion Defects under Impact

    • 摘要: 山体落石是西南山区造成管道失效破坏的主要地质灾害之一。伴随油气管道服役年限增加,长输管道出现腐蚀问题不可避免,落石冲击载荷和管道缺陷组合极大增加管道失效风险。根据西气东输一线相关参数,利用ABAQUS软件建立落石冲击含内腐蚀埋地管道模型。通过改变管道内压、内腐蚀缺陷尺寸、覆土埋深、管道壁厚等对管道响应动力进行探讨。结果表明:埋地管道应力受缺陷长度、缺陷宽度影响较小;管道内压、缺陷深度和落石冲击速度对管道有较大影响,其中缺陷加深更易造成管道临界失效;增加覆土埋深和管道壁厚等措施能有效提升整体管道安全性,仍需考虑覆土深度和管道耗材对投资维护成本影响。

       

      Abstract: Rockfall is one of the major geological hazards causing pipeline failure in southwest mountainous areas.With the increase of service life of oil and gas pipelines, the corrosion problems of long-distance pipelines are inevitable, and the combination of rockfall impact load and pipeline defects greatly increases the risk of pipeline failure.According to the relevant parameters of the West-East gas transmission line, ABAQUS software is used to establish a model of rockfall impact buried pipeline with internal corrosion.The response dynamics of the pipeline is explored by changing the internal pressure, internal corrosion defect size, overburden depth and wall thickness of the pipeline.The results show that the buried pipeline stress is less affected by the defect length and defect width; the pipeline internal pressure, defect depth and rockfall impact velocity have a greater impact on the pipeline, of which the deepening of the defect is more likely to cause the critical failure of the pipeline.The measures such as increasing the depth of cover and pipe wall thickness can effectively improve the overall pipeline safety, but still need to consider the effect of the depth of cover and pipeline consumables on the investment and maintenance costs.

       

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