完全剪力连接叠合板组合梁静力试验研究  

Static Test Study of Complete Shear Connection Composite Beam with Laminated Slabs

作　　者：袁西贵 YUAN Xi-gui(School of Urban Construction,Chengdu Polytechnic College,Chengdu 610218,China)

机构地区：[1]成都职业技术学院城建学院,四川成都610218

出　　处：《辽宁工业大学学报（自然科学版）》2022年第2期122-126,共5页Journal of Liaoning University of Technology(Natural Science Edition)

基　　金：四川省教育厅2017年度科研计划自然科学类重点项目(17ZA0140)。

摘　　要：通过完全剪力连接叠合板组合梁静力试验结果,对比分析了基于平截面假定并考虑滑移效应影响得到的现浇板组合梁的承载力计算公式,结果表明,两者的力学性能没有明显的差别,均可采用现浇板组合梁承载力计算公式。In this paper,in view of the slip effect,the bearing capacity of composite beam with cast-in-site slabs based on plane cross section assumption is compared by the static test of complete shear connection composite beams with laminated slabs.The results show that there is no significant difference between them.Both can use the same bearing capacity calculation formula.

关 键 词：完全剪力连接 叠合板 剪力连接程度 

分 类 号：TU398[建筑科学—结构工程] TU997