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某弧形闸门闸墩三维有限元应力应变分析

张敏 周理想 张策

广东水利水电Issue(7):42-47,6.
广东水利水电Issue(7):42-47,6.

某弧形闸门闸墩三维有限元应力应变分析

Stress and Strain Analysis of 3-D FEM for Piers of An Arc Strobe

张敏 1周理想 2张策3

作者信息

  • 1. 广州市水务规划勘测设计研究院,广东广州 510640
  • 2. 广东省水利电力勘测设计研究院,广东广州 510635
  • 3. 广东省水文局广州水文分局,广东广州 510150
  • 折叠

摘要

Abstract

The structure stress in arc strobe is very complex .The safe operation and service life of buildings is determined by the stress and strain in bullfrog .In this paper the ANSYS software is applied to analyze the sluice pier at static load of the work under different conditions of state .The conclusions and optimum suggestions can be drawn in this paper : Concrete in bullfrog at the maximum stress, the performance of other parts of concrete material is not fully developed .Therefore, for the optimization design of the structure , in order to ensure the sluice pier thickness and radial gate support size unchanged , the size of the bullfrog will be widened.So, the stress of bullfrog will be improved , and the area of rich concrete will be reduced .In this way, for the purpose of save material and full use of materials can be realized .By analyzing the stress and strain in different conditions of state , the conclusions can be used to guide the design and testing directly , and to provide a reliable basis for optimize design .

关键词

弧形闸门/三维有限元/应力/变形

Key words

arc strobe/FEM/stress/strain

分类

建筑与水利

引用本文复制引用

张敏,周理想,张策..某弧形闸门闸墩三维有限元应力应变分析[J].广东水利水电,2015,(7):42-47,6.

广东水利水电

1008-0112

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