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某水电站泄洪闸预应力闸墩的三维有限元分析
引用本文:常红星.某水电站泄洪闸预应力闸墩的三维有限元分析[J].山西建筑,2007,33(29):81-82.
作者姓名:常红星
作者单位:郑州市第一建筑工程有限责任公司,河南,郑州,450007
摘    要:应用有限元软件ANSYS对某水电站泄洪闸预应力闸墩进行了非线性数值模拟,讨论了钢筋和混凝土的本构方程、破坏准则、预应力施加等问题,并对该闸墩在三种工况下的应力值解进行分析,指出利用ANSYS对预应力钢筋混凝土做有限元分析是可行的。

关 键 词:预应力  闸墩  ANSYS  有限元
文章编号:1009-6825(2007)29-0081-02
修稿时间:2007-04-29

Three-dimensional finite element analysis of the pre-stressed gate pier of the sluice in one water power station
CHANG Hong-xing.Three-dimensional finite element analysis of the pre-stressed gate pier of the sluice in one water power station[J].Shanxi Architecture,2007,33(29):81-82.
Authors:CHANG Hong-xing
Affiliation:CHANG Hong-xing
Abstract:By the finite element software ANSYS,it does nonlinear numerical simulation to pre-stressed gate pier of the sluice in one water power station,discusses the constitutive equations,damage criterion and pre-stressing force application of the steel reinforcement and concrete,and does analysis toe the stress in three work condition,and points out the element analysis to the pre-stressed reinforced concrete is feasible.
Keywords:pre-stressing force  gate pier  ANSYS  finite element
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