摘要
以国内外相关理论、试验研究及设计资料的收集为基础,探讨栓钉剪力连接件的破坏机理,受力特性和影响栓钉承载力主要因素,对栓钉剪力连接件在高强混凝土组合梁中的性能进行了分析。最后,对钢混凝土组合梁中栓钉剪力连接件的设计提出了建议。
This paper focuses on following items. Firstly, on the basis of analysis of the related theory researches, testing datas, design datas, it has a sufficient analysis in the problems of failure mechanism of shear connectors, shear characteristics, the main factors that affect the shear resistance. Then, analysis the performance of stud shear connectors in composite steel - HC beams, Finally, recommendations were proposed for the shear capacity prediction of stud shear connectors in composite steel - HC beams.
出处
《江苏建筑》
2007年第2期20-22,26,共4页
Jiangsu Construction
基金
江苏省建设系统科技计划项目(JS200618)
关键词
钢-混凝土组合梁
栓钉连接件
综述
steel - concrete composite beam
stud connectors
summarization
