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The plate element slenderness varies from 86 to 130.
New test data on local buckling and plate element behavior is generated.
The analysis uses a higher order plate element to avoid shear locking phenomena in the plate.
Out-of-plane sensitivity was evaluated by laser Doppler vibrometry and resonance of the plate element.
Then, the formulation is used to build a Kirchhoff rectangular plate element.
An anisotropic damage model is proposed for a thick plate element with an inclined crack.
Nine-node Lagrangian rectangular plate element is used for the finite element solution of the skew laminates.
A 4-noded enriched shear flexible quadrilateral plate element is employed for the spatial discretization.
In this study, we develop a spectral element model for a rectangular finite composite plate element.
A three-noded shear flexible plate element based on the field-consistency principle is used.
A partial hybrid plate element vibration analysis is established for orthotropic laminated plates.
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