首页|基于ANSYS的管道穿越高速公路模拟计算分析

基于ANSYS的管道穿越高速公路模拟计算分析

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输气管道穿越公路施工,无疑会引起公路沉降变形。本文依托某管道穿越高速公路工程,利用ANSYS软件建立管道和公路的三维模型,考虑土壤、管道和公路材料的力学特性及场区内基坑开挖与覆土等工况,通过施加不同载荷和边界条件,分析了管道在穿越公路过程中的受力情况、变形和应力分布。结果表明:沿线路中心线-纵向里程前进方向,管道正上方沉降量最大,沿公路纵向逐渐变小,呈"漏斗状"分布;在管道上方坡面位置有剪切应力集中现象,沿公路纵向呈"蝴蝶形"对称分布;埋设管道第一、第三主应力沿纵向均呈对称分布,公路正下方位置的管道结构出现应力集中。
Simulation and Calculation of Pipeline Crossing Highways Based on ANSYS
During the construction of gas pipelines crossing highways,the settlement and deformation of the highways are inevitable.Based on the construction of a pipeline crossing a highway project,this paper establishes a three-dimensional model of the pipeline and the highway using ANSYS software.The mechanical properties of the soil,pipeline,and highway materials are considered,as well as the excavation of foundation pits and backfilling in the site area.By applying different loads and boundary conditions,the stress distribution,deformation,and stress concentration of the pipeline during the crossing process are analyzed.The research results show that the settlement distribution along the longitudinal direction of the pipeline follows a funnel-shaped pattern,with the maximum settlement occurring directly above the pipeline and gradually decreasing along the longitudinal direction of the highway.There is a shear stress concentration phenomenon on the slope above the pipeline,exhibiting a butterfly-shaped symmetric distribution along the longitudinal direction of the highway.The first and third principal stresses of the buried pipeline exhibit symmetric distributions along the longitudinal direction,and stress concentration occurs in the pipeline structure directly below the highway.

highwaypipeline crossingsettlement deformationsimulation analysisANSYS

林健、王思长

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海南省公路管理局,海南海口 570100

重庆科技大学土木与水利工程学院,重庆 401331

输变电工程防灾减灾重庆市重点实验室,重庆 401331

高速公路 管道穿越 沉降变形 模拟计算 ANSYS

2024

交通节能与环保
人民交通出版社股份有限公司,交通运输部公路科学研究院

交通节能与环保

影响因子:0.286
ISSN:1673-6478
年,卷(期):2024.20(4)