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Based on the use of carbon fibre reinforced polymer (CFRP) and the technique of externally bonded reinforcement strengthening arrangement to flexural strengthen of reinforced concrete (RC) beams. A total of 7 RC beams with different cross section depth, the longitudinal reinforcement ratio, the pre-crack width and the concrete cover thickness were constructed and tested under four-point bending load...
This paper presents the flexural performance of reinforced concrete (RC) rectangular beams strengthened with carbon fiber reinforced polymer (CFRP) sheets which were subjected to four-point bending to investigate the effect of fiber reinforcement on the pre-cracked beams strengthened. The main experimental parameters included in the study are the pre-cracked width, the longitudinal tensile reinforcement...
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