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Flexural behaviour of HPC beams with steel slag aggregate

M. Verapathran|S. Vivek|G.E. Arunkumar|Duraisamy Dhavashankaran
청정에너지연구소 (Clean-Energy Research Institute)|2023.02|Journal of Ceramic Processing Research|제24권 제1호|pp. 89-97|DOI 10.36410/jcpr.2023.24.1.89

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참고문헌

키워드

StiffnessHPCConcreteDeflectionDuctilitySteel slag aggregateFlexural behaviour
주제분류재료공학

초록

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 withconventional aggregates (HPCF and HPCS) and HPC with steel slag aggregate (HPC7F and HPC7S). The load deflectioncharacteristics, mode of failure, ductility and stiffness characteristics are investigated experimentally. An analytical model isdeveloped, using ANSYS software and the results are compared with those of experimental results. All HPC beams with steelslag aggregate show better performance than conventional concrete beams. It is observed that there is no significant differencebetween experimental and analytical results.

Abstract

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 withconventional aggregates (HPCF and HPCS) and HPC with steel slag aggregate (HPC7F and HPC7S). The load deflectioncharacteristics, mode of failure, ductility and stiffness characteristics are investigated experimentally. An analytical model isdeveloped, using ANSYS software and the results are compared with those of experimental results. All HPC beams with steelslag aggregate show better performance than conventional concrete beams. It is observed that there is no significant differencebetween experimental and analytical results.

참고문헌 (36)

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