“…It seems that most of them show models based on the tolerance modelling method, cf. References [ 2 , 60 , 75 , 76 , 77 , 78 , 79 , 80 , 81 , 82 , 86 , 87 , 88 ], and between them References [ 76 , 88 ] present stability problems of functionally graded plates or shells.…”