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天然气埋地管道沉降的有限元分析

李新慧

李新慧. 天然气埋地管道沉降的有限元分析[J]. 岩土工程学报, 2013, 35(zk1): 259-263.
引用本文: 李新慧. 天然气埋地管道沉降的有限元分析[J]. 岩土工程学报, 2013, 35(zk1): 259-263.
LI Xin-hui. Finite element analysis of settlement of buried natural gas pipelines[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 259-263.
Citation: LI Xin-hui. Finite element analysis of settlement of buried natural gas pipelines[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 259-263.

天然气埋地管道沉降的有限元分析  English Version

详细信息
    作者简介:

    李新慧(1975- ),男,广东珠海人,工程师,主要从事天然气工程管理工作。E-mail: pyblackshark@163.com。

  • 中图分类号: TE973;TU43

Finite element analysis of settlement of buried natural gas pipelines

  • 摘要: 埋地管道由于铺设在土体中,受力状态较地上管道复杂,尤其是敷设在软土地基上的管道,地基对管道承载能力差,管道将随着时间发生沉降现象。对某铺设在软土地基上的管道沉降进行现场测试及理论研究,运用ANSYS有限元分析软件进行模型建立,分析了不同的土质和内压等条件下管道的初始应力,得到了各影响因素对管道应力和位移的影响规律,可作为防治管线沉降参考。
    Abstract: The settlement of the buried natural gas pipelines is investigated. The load on the pipelines buried in ground, especially in soft and plastic soil ground, is much more complicated than that on the ground. Because of the pool load bearing capacity of the ground, the pipeline will settle with time. The settlement and stress of the buried pipelines are investigated based on the theories and experiments, and the FEM is used to analyze the stress distribution and displacement of the settled pipelines under different conditions such as soil properties and operation pressure. The results may be used as reference to protect the settlement of pipelines.
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    刘全林,杨 敏. 埋地管与土相互作用分析模型及其参数确定[J]. (岩土力学), 2004, 26(5): 728-731.(LIU Quan-lin,YANG Min. Analytical model and parameters determination of interaction between buried pile and soil[J]. Rock and Soil Mechanics, 2004, 26(5): 728-731. (in Chinese))
    郝文化. ANSYS在土木工程应用实例[M]. 北京: 中国水利水电出版社, 2005: 218-224. (HAO Wen-hua. ANSYS civil engineering application[M]. Beijing: China WaterPower Press, 2005: 218-224(in Chinese))
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出版历程
  • 收稿日期:  2013-05-19
  • 发布日期:  2013-07-18

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