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。
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.
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2007年第3期38-42,共5页
Journal of Railway Science and Engineering
基金
湖南省建设科技项目(200102)
关键词
现浇钢筋混凝土
空心板
非线性有限元
cast - in - situ reinforced concrete
hollow slab
nonlinear finite element
