“…The concrete properties were analysed with ABAQUS software. The damage in the specimen surpassed its tensile stress when the concrete fracture strain was exceeded [ [58] , [59] , [60] , [61] , [62] , [63] , [64] , [65] , [66] , [67] , [68] , [69] , [70] ]. Similar to what was found in the experiment, the FRPRCB under tensile stress had been deformed in ABAQUS simulation.…”