A CURVED STIFFENER BEAM ELEMENT FOR LARGE DEFLECTION ANALYSIS OF COMPOSITE SHELLS
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Abstract
The paper studies nonlinear F. E. analysis of stiffened shells, presenting beam element to simulate the stiffeners. The beam element has curved axis, thin-walled cross section with arbitrary shape and arbitrary layup, and is fully compatible with the shell element. Eccentricity is also accounted for. The material may be isotropic or composites.
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