Response of RC T-Beams strengthened for flexure with staggered cfrp plates

摘要

The results of an analytical and experimental study on the behavior of reinforced concrete T- beams retrofitted with carbon - fiber - reinforced polymer (CFRP) plates are discussed in this paper. CFRP plates A test series comprising a prototype beam and six 5-m-log simply supported beams were tested under repeated Cyclic and monotonic load conditions to failure.