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现浇钢筋混凝土空心板非线性有限元分析
引用本文:杨建军,蒋琳,赵维,赵磊.现浇钢筋混凝土空心板非线性有限元分析[J].铁道科学与工程学报,2007,4(3):38-42.
作者姓名:杨建军  蒋琳  赵维  赵磊
作者单位:中南大学,土木建筑学院,湖南,长沙,410075;中南大学,土木建筑学院,湖南,长沙,410075;中南大学,土木建筑学院,湖南,长沙,410075;中南大学,土木建筑学院,湖南,长沙,410075
摘    要:在试验的基础上,利用通用有限元分析软件ANSYS建立了现浇钢筋混凝土空心板有限元计算模型,对空心板2个方向受力性能的差异进行了非线性有限元分析。对比结果表明,有限元计算结果与试验结果吻合良好。

关 键 词:现浇钢筋混凝土  空心板  非线性有限元
文章编号:1672-7029(2007)03-0038-05
修稿时间:2007-03-01

Nonlinear finite element analysis on cast-in-situ reinforced concrete hollow slab
YANG Jian-jun,JIANG Lin,ZHAO Wei,ZHAO Lei.Nonlinear finite element analysis on cast-in-situ reinforced concrete hollow slab[J].Journal of Railway Science and Engineering,2007,4(3):38-42.
Authors:YANG Jian-jun  JIANG Lin  ZHAO Wei  ZHAO Lei
Institution:School of Civil and Architectural Engineering, Central South University, Changsha 410075, China
Abstract:On the basis of the test,the universal finite element analysis software ANSYS was applied to establish the finite element model of reinforced concrete hollow slabs and then analyzed the differences of mechanical performance between two directions of the hollow slabs with nonlinear finite element method.The FE results agree well with experimental results.
Keywords:cast-in-situ reinforced concrete  hollow slab  nonlinear finite element
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