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Using this higher order displacement formulation, the transverse loads can be applied at any surface of the plate.
Free vibration analysis of laminated composite beams is carried out using two higher order displacement based shear deformation theories and finite elements based on the theories.
A higher order displacement based formulation has been developed to investigate the plane strain edge vibrations or end modes in composite laminated sandwich plates.
In the analytical approach, a higher order displacement field plate theory along with an exact Green's function is used to find the contact parameters.
It is based on a higher order displacement model and incorporates linear and quadratic variation of transverse normal strain and transverse shearing strain respectively through the beam thickness.
In this paper, a new higher order displacement field based on 12-unknown higher order shear deformation theory is developed to analyze the free vibration and buckling of functionally graded plates.
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Higher order displacement-based theory using cubic variation of in-plane and transverse displacements through the thickness of sub-layer has been found to yield converging results for wave propagation in laminated composite plates as well as for vibration problems.
The structural behavior is modeled by means of higher-order displacement fields developed in the framework of a unified formulation.
The debonded layered structures are modeled mathematically using two higher-order displacement kinematic theories and solved via finite element method.
Classical (Kirchhoff and Reissner Mindlin), known refined (Reddy, Pandya, and Kant), and other higher-order displacement fields were then implemented up-to fourth-order expansion.
This paper deals with refined finite element models based on higher-order displacement fields applied to the mechanical and electrical behavior of laminated composite plate structures with embedded and/or surface bonded piezoelectric actuators and sensors.
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