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大型调压室的结构及其应力分析
引用本文:温新丽,王成西.大型调压室的结构及其应力分析[J].华北水利水电学院学报,1994(3):43-49.
作者姓名:温新丽  王成西
摘    要:结合某水电站大型预应力钢筋混凝土调压室的设计,本文进行了调压室井壁和底板的轴对称有限元计算,并讨论了并壁与底板的连接方式;为了研究塔壁扶壁处的局部应力分布,对塔壁进行了三维有限元分析。

关 键 词:调压室,预应力钢筋混凝土,有限元

Structural Analysis of a prestressed Surge Chamber
Wen Xinli, Wang Chengxi.Structural Analysis of a prestressed Surge Chamber[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1994(3):43-49.
Authors:Wen Xinli  Wang Chengxi
Affiliation:Wen Xinli; Wang Chengxi
Abstract:In this paper,combined with the design of a prestressed concretesurge chamber in a large scale hydropower station,the stresses of thewall and bottom plate of the chamber are calculated by using the axsy-mmetric finite element,and a method to reduce the stresses at bottom of the wall is suggested.The local stress at the anchorage of theprestressed bar in the tower wan is investigated using three dimen-sional finite element in which the non-uniform disttibution of the pre-stress and the position of the anchorage of the bar are considerd.
Keywords:surge chamber  prestressed concrete  finite element method
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