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Experimental Assessment Of Perfobond And T-perfobond Shear Connectors'structural Response

机译:Perfobond和T-perfobond剪切连接器结构响应的实验评估

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This paper presents an evaluation of the structural behaviour of Perfobond and T-Perfobond connectors, suitable to transfer shear in composite structures. The results of an experimental programme performed at the Civil Engineering Department of the University of Coimbra, Portugal, are presented and discussed. The experimental programme consisted of twelve push-out tests configured according to the Eurocode 4 [EUROCODE 4. EN 1994. Design of composite steel and concrete structures Part 1.1 General rules and rules for buildings. Brussels: CEN European Committee for Standardisation; 2005]. The connection resistance, ductility and collapse modes are presented and discussed, namely by comparison to results from available analytical models. It was shown that the evaluated types of connectors may provide an economical and efficient solution to transfer shear in composite structures.
机译:本文介绍了Perfobond和T-Perfobond连接器的结构性能评估,适用于在复合结构中传递剪切力。介绍并讨论了在葡萄牙科英布拉大学的土木工程系进行的一项实验计划的结果。该实验程序包括根据欧洲规范4 [EUROCODE4。EN1994。]进行的十二项推出试验。钢和混凝土复合结构的设计第1.1部分:一般规则和建筑物规则。布鲁塞尔:欧洲标准化委员会欧洲标准化委员会; 2005]。提出并讨论了连接电阻,延展性和塌陷模式,即与现有分析模型的结果进行了比较。结果表明,评估的连接器类型可以提供一种经济有效的方法来传递复合结构中的剪切力。

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