Dynamic response of thick anisotropic composite plates

Taylor, Timothy W.; Nayfeh, Adnan H.; Wade, James E.

doi:10.1016/0961-9526(94)90017-5

Cited by 6 publications

(1 citation statement)

References 7 publications

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“…The model is elaborated by applying the well-known semi-inverse technique and by introducing new original kinematic assumptions together with some useful additional assumptions referring to the stress and displacement fields. As far as the present author knows, the semi-inverse technique was applied until now, by many other authors, to obtain static and dynamic solutions for plates and strips with simply supported (hinged-hinged) edges [4][5][6][7][8][9]. This work is a result of the present author efforts [10][11][12][13] to implement the semi-inverse technique in order to obtain exact linear elasticity solutions for various layered structures with end (edge) boundary conditions which are different from the simply supported (hinged-hinged) conditions.…”

Section: Introductionmentioning

confidence: 99%

New 2D Approach and Solution to the Static Transverse Bending Problem for a Sandwich Strip with Realistic Clampings of the Edges

Karczmarzyk

2004

Jnl of Sandwich Structures & Materials

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A new exact linear elasticity 2D local model of static bending of a sandwich strip is proposed in the paper. A passage from the strip solution to its counterpart for the sandwich beam is outlined. The model has been obtained by applying the semi-inverse technique as well as some original assumptions imposed on the stress and displacement fields and by expanding functions into a series which is not the Fourier series. New exact linear elasticity boundary conditions for the core at edges of the strip and some realistic edge boundary conditions for the facings have been included in the model. All through-the-thickness boundary and continuity conditions for the structure have been satisfied. Some numerical results are presented and compared with corresponding results predicted by a classical approximate model and by a refined model including the core compressibility.

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