I. Introduction
One of the most major concerns in metallic structural elements is the initiation and growth of fatigue cracks. Fatigue cracking is caused by cyclic stresses, which are below the ultimate tensile stress or even the yield stress of the material [1]. Undetected active fatigue cracks in structural elements under service loads can result in unstable fracture, as well as they can cause final failure of the structure under consideration. Consequently, distinguishing the named cracks is one of the most fundamental sources in metallic structural elements [2], [3].