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This doctoral research will explore how strain energy relates to shifts in a structure's modal behavior when subjected to combined thermal and mechanical stresses. Subsurface fatigue in mechanical components alters their fundamental vibration modes within standard detection thresholds. Existing literature primarily examines these phenomena under dynamic loading across various boundary configurations. Theoretical, computational, and experimental analyses consistently demonstrate that energy dissipation during crack growth influences structural modal characteristics. Nevertheless, further systematic investigation is required to establish precise correlations between these factors specifically under thermo-mechanical loading conditions. The combination of cyclic thermal stresses with dynamic forces better replicates real-world operational scenarios encountered by mechanical systems and structural elements.