预应力混凝土叠合板与薄板抗弯承载力相关关系分析  

Correlation model of bending bearing capacity between prestressed slab and laminated slabs

作　　者：郭乐工[1] 郭乐宁[2] 杨艳春[1] 

机构地区：[1]郑州大学土木工程学院,河南郑州450002 [2]上海师范大学建筑工程学院,上海200231

出　　处：《哈尔滨工业大学学报》2005年第10期1440-1441,共2页Journal of Harbin Institute of Technology

摘　　要：通过理论分析与试验,提出了预应力混凝土薄板与叠合板抗弯极限承载力相关关系模式与计算方法,与试验结果符合良好.本文建议的相关关系模式为混凝土叠合板与薄板结构性能检验提供了新的检验方法与计算手段,可供有关规范及通用标准图集编制和有关生产、施工、检验部门应用.The correlation in bending bearing capacity between prestressed thin slabs and laminated slabs areanalysed and tested. The calculation models and formulae about the correlation in bending bearing capacity between thin slabs and laminated slabs, which are suggested as reference for laminated slabs in production, construction and working out of general standard gallery, are given and comfort well to the results of experiment.

关 键 词：预应力薄板 抗弯承载力相关关系 叠合板 

分 类 号：TU378[建筑科学—结构工程]