M. Verapathrana,*, S. Vivekb, G.E. Arunkumarc and Duraisamy Dhavashankarand
aDepartment of Civil Engineering, Dr, N.G.P. Institute of Technology, Coimbatore-641048, India
bDepartment of Civil Engineering, Hindusthan College of Engineering & Technology, Coimbatore-641032, India
cDepartment of Civil Engineering, Shree Venkateshwara Hi-Tech Engineering College, Gobichettipalayam-638455, India
dDepartment of Civil Engineering, Kongunadu College of Engineering & Technology, Thottiam-621215, India
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Experimental and analytical woks carried out to investigate the flexural behaviour of High Performance Concrete (HPC) beams are explained in this paper. Reinforced concrete (RC) beams are cast with conventional concrete (CC), HPC with conventional aggregates (HPCF and HPCS) and HPC with steel slag aggregate (HPC7F and HPC7S). The load deflection characteristics, mode of failure, ductility and stiffness characteristics are investigated experimentally. An analytical model is developed, using ANSYS software and the results are compared with those of experimental results. All HPC beams with steel slag aggregate show better performance than conventional concrete beams. It is observed that there is no significant difference between experimental and analytical results
Keywords: Steel slag aggregate, Concrete, Deflection, Ductility, Stiffness, HPC, Flexural behaviour
2023; 24(1): 89-97
Published on Feb 28, 2023
Department of Civil Engineering, Dr, N.G.P. Institute of Technology, Coimbatore-641048, India
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