张士岩, 房茂立, 庞鑫峰, 张立松, 闫相祯. 基于梁-壳混合教学单元的输气管道穿越地震断层模型[J]. 油气储运, 2018, 37(2): 210-215. DOI: 10.6047/j.issn.1000-8241.2018.02.014
引用本文: 张士岩, 房茂立, 庞鑫峰, 张立松, 闫相祯. 基于梁-壳混合教学单元的输气管道穿越地震断层模型[J]. 油气储运, 2018, 37(2): 210-215. DOI: 10.6047/j.issn.1000-8241.2018.02.014
ZHANG Shiyan, FANG Maoli, PANG Xinfeng, ZHANG Lisong, YAN Xiangzhen. A model of gas pipeline crossing earthquake fault based on beam-shell combined teaching element[J]. Oil & Gas Storage and Transportation, 2018, 37(2): 210-215. DOI: 10.6047/j.issn.1000-8241.2018.02.014
Citation: ZHANG Shiyan, FANG Maoli, PANG Xinfeng, ZHANG Lisong, YAN Xiangzhen. A model of gas pipeline crossing earthquake fault based on beam-shell combined teaching element[J]. Oil & Gas Storage and Transportation, 2018, 37(2): 210-215. DOI: 10.6047/j.issn.1000-8241.2018.02.014

基于梁-壳混合教学单元的输气管道穿越地震断层模型

A model of gas pipeline crossing earthquake fault based on beam-shell combined teaching element

  • 摘要: 梁-壳单元通常被联合用来模拟输气管道,然而梁-壳单元的分布及其连接处的耦合问题一直是一个研究难点。为此,根据地震断层作用下输气管道变形特点,建立了基于梁-壳混合教学单元的输气管道穿越地震断层有限元模型,并考虑管道变形的计算效率和计算精度兼顾的要求,合理配置了梁、壳单元的分布。利用该模型,讨论了管道埋深、穿越角度、位错量、裂缝宽度对输气管道力学行为的影响规律。结果表明:管道埋深、穿越角度及位错量对管道位移及应变的影响较大,裂缝宽度影响较小;管道浅埋可以有效降低输气管道最大轴向应变;随着输气管道穿越角度的增大,最大轴向位移和最大轴向压缩应变明显减小;在断层两侧,应变及位移较大,远离断层,应变及位移迅速下降。研究成果为输气管道穿越地震断层的安全评价提供了理论依据。

     

    Abstract: Beam-shell element is usually combined to simulate gas pipelines, but it is difficult to figure out the distribution of beam-shell element and the coupling at the beam-shell junction. In this paper, the finite element model of gas pipeline crossing fault based on the beam-shell combined teaching element was established in light of the deformation characteristics of gas pipelines under the effect of earthquake faults. To meet the requirements of calculation efficiency and accuracy of pipeline deformation, the distribution of beam and shell elements was arranged rationally. And the influential laws of pipeline buried depth, crossing angle, fault displacement and fracture width on the mechanical behavior of gas pipelines were discussed using this finite element model. It is shown that the displacement and strain of gas pipelines are affected more by buried depth, crossing angle and fault displacement, but less by fracture width. The maximum axial strain of gas pipeline can be reduced effectively if it is buried in the shallow depth. With the increasing of the crossing angle, the maximum axial displacement and the maximum axial compression strain of gas pipelines are reduced significantly. In addition, the displacement and strain of gas pipeline are larger on both sides of the fault, while they decrease rapidly far from the fault. The research results provide the theoretical basis for the safety evaluation on the gas pipelines crossing earthquake faults.

     

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