“…The chloride penetration behavior in concrete is largely affected by the width and number of cracks [ 8 ], and the resistance of cracked concrete against chloride ingress is mainly governed by the accumulated crack width and the water–cement ratio [ 9 ]. Thus, many works have presented inspection methods and technologies for the detection or assessment of cracks in concrete [ 10 , 11 , 12 , 13 , 14 , 15 , 16 , 17 , 18 , 19 , 20 , 21 , 22 , 23 , 24 , 25 , 26 , 27 , 28 ].…”