上海大学学报(自然科学版) ›› 2009, Vol. 15 ›› Issue (3): 306-309.

• 土木工程 • 上一篇    下一篇

基于接触单元的埋地管线有限元抗震分析

陈家伟 叶志明 陈玲俐   

  1. 上海大学 土木工程系,上海 200072
  • 出版日期:2009-06-30 发布日期:2009-06-30
  • 通讯作者: 叶志明(1954~),男,教授,博士生导师,博士, 研究方向为计算力学和工程力学. E-mail: zmye@staff.shu.edu.cn

Seismic Finite-Element Analysis of Buried Pipeline Based on Contact-Element

CHEN Jia-Wei, XIE Zhi-Meng, CHEN Ling-Li   

  1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China
  • Online:2009-06-30 Published:2009-06-30

摘要:

埋地管线有多种简化计算模型,但计算结果相差较大.管土之间的相互作用可以看成管土接触问题,利用接触单元建立埋地管线及土体三维实体模型,并对地震荷载作用下的管线进行应力计算,给出了最大轴向应力.对比规范方法、理论方法、梁-土弹簧模型、管土接触模型的4种计算结果,现有简化模型的计算结果偏小,偏于不安全.

关键词: 地下管线;管土接触;地震分析;有限元法

Abstract:

There are some simple models of pipeline with clearly different results. Interaction between the pipeline and soil can be considered as pipesoil contact. Based on the pipesoil contact model, a 3D finiteelement model of buried pipeline and soil is established in the paper. Seismic responses of pipeline and the axis stress are given. Comparison among several methods including the standard method, a theoretical method, the beamsoilspring model and the proposed pipesoil contact model show that the results of simple models are too small and not safe enough.

Key words: buried pipeline; pipesoil contact; seismic analysis; finite element methods (FEM)

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