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滚水坝断面拓扑优化

刘亚丽 辛全才

水力发电2013,Vol.39Issue(1):38-40,3.
水力发电2013,Vol.39Issue(1):38-40,3.

滚水坝断面拓扑优化

Topology Optimization for the Cross Section of Rolling Dam

刘亚丽 1辛全才1

作者信息

  • 1. 西北农林科技大学水利与建筑工程学院,陕西杨凌712100
  • 折叠

摘要

Abstract

Taking Wanniuba Water Resources Project as study case, the topology optimization for the cross section of rolling dam is carried out by using the topology optimization module in ANSYS 12.0 (i. e. variable density method) and APDL language. The calculation results show that the stress and displacement of rolling dam body after optimization can meet design requirements, and the sand gravel can be used to fill the low stress area for reducing project costs. This study also verify the feasibility of using topology theory in the cross section optimization design of rolling dam.

关键词

滚水坝/ANSYS/拓扑优化/抗滑稳定分析/应力分析

Key words

rolling dam/ ANSYS/ topology optimization/ anti-sliding stability analysis/ stress analysis

分类

建筑与水利

引用本文复制引用

刘亚丽,辛全才..滚水坝断面拓扑优化[J].水力发电,2013,39(1):38-40,3.

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