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Midas civil在悬链线刚架拱渡槽受力分析中的应用

张伟

广东水利水电Issue(7):39-44,6.
广东水利水电Issue(7):39-44,6.

Midas civil在悬链线刚架拱渡槽受力分析中的应用

Application of Midas Civil in Stress Analysis of Catenary Rigid Frame Arch Aqueduct

张伟1

作者信息

  • 1. 安徽省水利水电勘测设计研究总院股份有限公司,合肥 230088
  • 折叠

摘要

Abstract

Taking the demolition and reconstruction of the Taisu Canal 1#Aqueduct in Hualiangting Irrigation District as an engineering case,Midas civil finite element software was used to model and analyze the stress and deformation of the aqueduct structure under different working conditions,identify the key section of the main arch ring,extract internal forces for reinforcement and bearing capacity verification.The calculation results indicate that the design water depth condition(basic combination)is the most unfavorable condition,and the key stress sections for controlling structural design are the arch crown,arch foot,1/4,and 3/8 sections.Using Midas civil finite element software combined with hydraulic specifications to set the basic parameters built-in in the program can be used for the calculation of aqueduct structures,providing reference for similar engineering calculations and designs.

关键词

刚架拱/渡槽/Midas civil/有限元分析

Key words

rigid arch/aqueduct/midas civil/finite element analysis

分类

建筑与水利

引用本文复制引用

张伟..Midas civil在悬链线刚架拱渡槽受力分析中的应用[J].广东水利水电,2025,(7):39-44,6.

广东水利水电

1008-0112

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