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By such an analysis it is intended to form an opinion about elastic plastic behavior of laminated plates used in engineering problems associated with structural designs.
The nonlinear behavior of laminated plates in a general state of non-uniform initial stress was studied at large vibration amplitudes.
This paper introduces a cost-effective strategy to simulate the behavior of laminated plates by means of isogeometric 3D solid elements.
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Using these equations with various theories, the nonlinear vibration behavior of laminated plate is studied.
Moreover, the effects of elastic and viscous interfaces, time, aspect ratio and length to thickness ratio on the bending and vibration behavior of laminated plate are studied.
Numerical examples with complicated shapes are considered and analyzed to show the influences of cutout geometry, fiber orientation, boundary conditions, etc. on natural frequency and buckling behaviors of laminated plates.
The numerical examples of coupled and uncoupled analysis show that the transverse shear stresses can be accurately computed by the constitutive equations and the present finite element method is suitable in predicting coupled behaviors of laminated plates under mechanical and electric loadings.
Lamination parameters of laminated plates are introduced to improve the optimization efficiency.
The stacking sequence of laminated plates may be arbitrary.
This paper deals with the stiffness design of laminated plates made of woven plies.
The general theory of laminated plates is employed to determine the buckling loads.
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