“…In the literature of thermo-mechanical buckling analysis of FGP, the only used foundation model is the Pasternak model. FGP on Pasternak foundation has been analyzed using approximate analytical methods by Cong [25,37], Bakora [26], Duc [27,41], Bateni [42], Chikh [43], Yu [44], Fan [38] and Shen [45,46]. Whereas Mansouri [47] and Shams [48] used numerical methods.…”