AN INVESTIGATION OF BEHAVIOUR OF BEAM COLUMN JOINTS USING RPC

Abstract

This paper presents results of the studies conducted on beam-column joints. Experimental as well as analytical results are interpreted and are followed by discussions regarding the behaviour of beam-column joints considering various structural parameters. The half scaled models of beam-column joints were tested in a loading frame and the load along with deflections at four positions as given in the experimental setup were noted with the help of proving ring and dial gauges respectively. Development of first crack and failure patterns related to the propagation of cracks is noted for each specimen.