“…The burst type AE signals are acquired from the brittle materials and they are associated with crack propagation characteristically. Consequently, many research works [ 8 , 9 , 10 , 11 , 12 , 13 , 14 , 15 , 16 , 17 , 18 , 19 , 20 , 21 , 22 , 23 ] have adopted AE technique for evaluating degradation in concrete structures. These research articles provided effective approaches for crack/fracture diagnosis in concrete beams, but they failed to address certain key issues that are described as follows: - The previous researches exploited numerous features such as rise time, decay time, amplitude, energy, ringing counts, RA and AF, etc.
…”