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冷轧带肋钢筋预应力混凝土叠合板与空心底板受弯承载力相关性分析
引用本文:郭乐工,王铁成,郭乐宁,赵山. 冷轧带肋钢筋预应力混凝土叠合板与空心底板受弯承载力相关性分析[J]. 建筑结构, 2011, 0(5)
作者姓名:郭乐工  王铁成  郭乐宁  赵山
作者单位:天津大学;上海师范大学;郑州大学;
摘    要:通过理论分析与试验研究,提出了冷轧带肋钢筋预应力混凝土叠合板与空心底板受弯承载力相关性模式,为该类叠合板设计与结构性能检验提供了新的方法与计算手段,可供有关规范及通用标准图集编制和预制构件生产、施工、检验部门应用。

关 键 词:预应力混凝土空心板  叠合板  受弯承载力  相关性  

Experimental reseaches on correlation models in bending bearing capacity between prestressed hollow slabs and laminated slabs
Guo Legong,Wang Tiecheng,Guo Lening,Zhao Shan. Experimental reseaches on correlation models in bending bearing capacity between prestressed hollow slabs and laminated slabs[J]. Building Structure, 2011, 0(5)
Authors:Guo Legong  Wang Tiecheng  Guo Lening  Zhao Shan
Affiliation:Guo Legong1,Wang Tiecheng1,Guo Lening2,Zhao Shan3(1 Tianjin University,Tianjin 300072,China,2 Shanghai Normal University,Shanghai 200231,3 Zhengzhou University,Zhengzhou 450002,China)
Abstract:Through theoretical analysis and experimental study on ultimate bearing capacity of concrete laminated slabs and prestressed reinforced concrete hollow slabs with cold-rolled ribbed steel bars used as prestressed reinforcement,the calculation model and formulae of correlation of bending bearing capacity between the concrete laminated slabs and corresponding prestressed reinforced concrete hollow slabs were obtained,which can provide a new method and means of calculation for design and performance test of st...
Keywords:prestressed concrete hollow slab  laminated slab  bending bearing capacity  correlation  
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