Abstract
Shear deformable plate and shell finite element formulations are utilized to predict transverse stresses in composite shell structures. In-plane stresses are computed by solving the constitutive equations at the layer level. These stress variations then serve as input to the equilibrium equations which are integrated to obtain the transverse stresses. The approach improves upon the "classical" laminate theory and thus provides an efficient numerical procedure for thin to moderately thick shell structures.
Get full access to this article
View all access options for this article.
