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有限元等效应力在拱坝应力设计中的应用

pplication of Finite Element Equivalent Stress in Design of Arch Dam Stress

中文摘要英文摘要

有限元等效应力是拱坝设计规范规定的两种强度校核方法之一,也是规范规定的拱坝强度设计标准,本文介绍了其发展情况、基本理论和计算方法,并结合工程实例介绍有限元等效应力在拱坝设计中的运用,按规范规定的强度标准进行校核,计算结果合理有效,揭示了拱坝等效应力计算研究对工程的意义,得出有益结论,为拱坝结构计算研究提供参考。

he finite element equivalent stress is one of two methods of checking the strength that arch dam design specification provided, but also is the design standards of the arch dam intensity, and introduce the development, the basic theory and the calculate measure of it, combine with the project presente the finite element equivalent stress in the arch dam design, accordance with the provisions of intensity standards to check it, the results is rational and effective, and it reveals the effect of arch dam equivalent stress in use of the calculation and research of project, it obtains useful conclusions and provides reference for the research of arch structure.

张文捷、胡国平

水工结构

拱坝有限元等效应力应力设计

arch damfinite elementequivalent stressStress Design

张文捷,胡国平.有限元等效应力在拱坝应力设计中的应用[EB/OL].(2009-07-20)[2025-08-28].http://www.paper.edu.cn/releasepaper/content/200907-411.点此复制

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