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原文传递 Load Sharing and Slip Distribution in Multiple Holes of a Perfobond Rib Shear Connector
题名: Load Sharing and Slip Distribution in Multiple Holes of a Perfobond Rib Shear Connector
其他题名: CEB-FIP(Euro-International Committee for Concrete-International Federation for Prestressing).1993.Model code for concrete structures.CEB-FIP MC90.London:Thomas Telford House.
正文语种: 英文
作者: Zhixiang Li
关键词: Multihole PBL shear connector;Parametric test;Analytical model;Load sharing;Slip distribution
摘要: Perfobond rib shear connectors (PBL shear connectors) are widely used in composite structures for their excellent mechanical performance. However, the mechanism responsible for the mechanical behavior of multihole PBL shear connectors has seldom been investigated. This study focuses on the load sharing and slip distribution in multiple holes of a PBL shear connector. The load-slip relationships and strain distributions of 14 different multihole PBL shear connector specimens are experimentally determined. The results reveal that the design parameters, i.e., the spacing and diameters of perforated rebar and the concrete strength, affect the load sharing and slip distribution. Based on the physical tests, an analytical model is proposed to describe the mechanical behavior of multihole PBL shear connectors, with the assumption of a Lorentzian distributed strain on the perforated steel plate and surrounding concrete. Further mathematical derivation is performed to determine the load sharing and slip distribution in multiple holes of a PBL shear connector. The accuracy of the theoretical solution is considered satisfactory compared with the physical tests.
出版年: 2018
论文唯一标识: P-26Y2018V144N09020
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002152
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 09
页码: 264-276
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