Performance Evaluation of Different Types of Shear Connectors in Steel–Concrete Composite Construction

Archives of civil engineering

V. Jayanthi^1¹  C. Umarani^2² 

[1] Alagappa Chettiar Government College of Engineering and Technology, Karaikudi – 630 004. Tamil Nadu. Affiliated to Anna University, Chennai,, Tamil Nadu, CHINA^1;Division of Structural Engineering, Department of Civil Engineering, Anna University, Chennai – 600 025,, Tamil Nadu, CHINA^2

关键词: steel-concrete composites;    shear connector;    push-out test;    load-slip curve;   

DOI  :  10.2478/ace-2018-0019

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

Shear connectors are designed in steel-concrete composite construction to transmit the longitudinal shear, to prevent separation of steel and concrete slabs, and also to increase the structural efficiency of the whole system. In this study, the performances of different types of shear connectors in steel-concrete composite specimens are evaluated by conducting push-out tests under monotonic loading conditions. An ISMB 200 @ 25.4 kg/m universal steel beam measuring 400 mm and a reinforced cement concrete slab measuring 300 mm with a breadth of 200 mm and a thickness of 200 mm reinforced with 8 mm diameter steel rods are used for the experimental study. The results reveal that the load-slip relationships for various types of shear connectors and failure mechanisms are obtained to identify those shear connectors which are more relevant to the steel - concrete composite members.

【 授权许可】

Unknown