The invention represents a method of increasing the service life of structures with an initiated crack through the controlled treatment of the root of the crack leading to the generation of compressive stresses in its vicinity preventing its further growth. The danger of initial quasi-stable crack growth lies in the fact that tensile stresses acting at their roots promote propagation without normally recognizable manifestations. However, the gradual growth of such a crack will eventually result in a
brittle fracture, which will cause an uncontrollable
catastrophic failure of the structure. For the effective application of the invention, the existence of a method of identifying the presence of a crack in the structure and knowing the shape of the exact
spatial localization of the crack are necessary conditions. To identify the presence of a crack in the structure (1), as well as to determine the spatial
topography of the crack, there are several applicable technical solutions, the choice of which is at the discretion of the operator of the structure. The most important prerequisite for the safe use of a
critical structure is a
system for identifying the
initiation, presence and propagation of a crack. Immediately after recognizing the presence of a crack (2) in the structure, it is necessary to identify its location. After identifying the spatial location and arrangement of the crack, it is possible, based on the invention, to generate a temperature increase located in the immediate vicinity of the crack root (3) through a
system of multiple beams of pulsed penetrating coherent
radiation (4). A narrowly localized significant increase in temperature in the immediate vicinity of the crack root leads to the attempt of the heated volumes to expand, which is prevented by the surrounding cold material. These opposing events create stresses that ultimately cause the stress at the crack root to transform from tensile (3) to compressive (6), resulting in the arrest of crack growth. By applying the invention, it is possible to significantly increase the service life of constructions in which hitherto known methods cannot be implemented in an efficient manner.