Authors: B. Raguvaran Balasubramanian; Rajaram Baskar
Addresses: Faculty of Engineering and Technology, Department of Civil and Structural Engineering, Annamalai University, Annamalai Nagar, Tamilnadu, 608002, India ' Faculty of Engineering and Technology, Department of Civil and Structural Engineering, Annamalai University, Annamalai Nagar, Tamilnadu, 608002, India
Abstract: The paper presents the results of an investigation on steel-concrete composite beam subjected to static loading. An experimental investigation and analytical study using finite element analysis (FEA). The load carrying capacity of the steel-concrete composite beam is presented. The steel-concrete composite beam is embedded with 19 mm stud shear connector. The interaction of steel-concrete layers of composite beam with headed stud shear connector due to the application of flexural load is analysed. The experimental results are compared with those of analytical modelling using ANSYS 10.
Keywords: headed stud shear connector; steel-concrete composite beam; flexural loading; FEA; finite element analysis; ANSYS.
International Journal of Structural Engineering, 2018 Vol.9 No.1, pp.70 - 80
Available online: 20 Mar 2018 *Full-text access for editors Access for subscribers Purchase this article Comment on this article