“…The present computational approach has previously been used for the investigation of the behavior of conventional laminated composite structures, including the effects of composite degradation on structural response (Minnetyan et al, 1992), composite structures global fracture toughness (Minnetyan et al, 1990), effect of the hygrothermal environment on durability (Minnetyan et al, 1992a), damage progression in stiffened composite shells (Minnetyan et al, 1992b), the behavior of discontinuously stiffened composite panels under loading (Minnetyan et al, 1995), damage propagation in thick composite shells under external pressure (Minnetyan and Chamis, 1997), damage and fracture progression in CFRP I-beams with three different lay-ups (Huang and Minnetyan, 1998). Further degradation is in the form of additional cracking, delamination, and fiber fractures that may lead to structural fracture.…”