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钢筋混凝土板分层有限元非线性分析
引用本文:胡再龙,李铮.钢筋混凝土板分层有限元非线性分析[J].同济大学学报(自然科学版),1994,22(3):284-289.
作者姓名:胡再龙  李铮
作者单位:同济大学结构学院,北京机电部工程设计研究院,上海闸北区建筑设计所
摘    要:对钢筋混凝土板分层有限元非线性分析方法进行了研究,将钢筋混凝土离散成矩形单元,并沿板厚方向再将板分割为五层,考虑混凝土在双向受力下的非线性性能,对四角铰支,跨中承受集中荷载的G.M.McNeice双向板进行了全过程计算。结果表明,计算的荷载-挠度曲线与试验结果比较吻合。

关 键 词:钢筋混凝土    分层有限元  非线性

Nonlinear Analysis of Reinforced Concrete Slabs by the Layered Finite Element Method
Hu Zailong.Nonlinear Analysis of Reinforced Concrete Slabs by the Layered Finite Element Method[J].Journal of Tongji University(Natural Science),1994,22(3):284-289.
Authors:Hu Zailong
Abstract:This paper presents a layered finite element incremental procedure to predict the behaviors of reinforced concrete slabs in the pre-and post-cracking range. During the analysis, concrete and steel layers are divided into rectangular elements. The two-way square reinforced concrete slab, supported at the four corners and subjected to a concentrated load in the center, is calculated by means of this method. computed load-deflection curves show reasonable agreements with the tested results.
Keywords:Reinforced concrete  Layered finite element analysis  Nonlinear
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