Despite the recent technological developments, many techniques available for assessing concrete structures are still based on visual inspections and do not allow the timely detection of damage. In this context, ultrasonic-based methods may have several advantages, particularly in terms of the early stage detection of damage and cracking. In this paper, the propagation of ultrasonic waves inside a cracked concrete structure is analysed. For this purpose, an advanced finite element model formulated in the time domain was developed, which includes the presence of waves P, S and guided waves (e.g., surface waves). The model allows the simulation of the propagation of ultrasonic waves in a structure with the evolution of damage. The obtained results allow a better understanding of the phenomenon involved and, in this way, can contribute to the development of new cracking detection equipment.
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