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A new stiffened plate element for stability analysis of laminated stiffened plates has been presented. The basic plate element is a combination of Allman's plane stress triangular element and a Discrete Kirchhoff-Mindlin plate bending element. The element includes transverse shear effects. The model accommodates any number of arbitrarily oriented stiffeners within the plate element and eliminates...
The paper presents the linear transient response analysis of laminated stiffened plates. The work is based on a new laminated stiffened plate element recently developed which can accommodate any number of arbitrarily oriented stiffeners within the plate element and obviates the need to use the mesh lines along the stiffeners. Thus the mesh generation is not constrained by the disposition of the stiffener...
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