Behaviour of reinforced concrete beams strengthened with basalt textilen reinforced concrete

摘要

Experimental investigations were carried out to determine the flexural behaviour of reinforced concrete beams strengthened with basalt textile-reinforced concrete under monotonic and low-cycle fatigue load. Reinforced concrete beams strengthened with basalt textile-reinforced concrete were tested under four-point bending. The behaviour of the strengthened beam was compared with that of un-strengthened reinforced concrete beam. It is observed that there is an enhancement in energy absorption for