1996
DOI: 10.1006/jsvi.1996.0469
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An Exact Elastodynamic Solution to Vibration Problems of a Composite Structure in the Plane Stress State

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Cited by 7 publications
(19 citation statements)
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“…It is due to well known transformation rules of j parameter or the Poisson ratio [18,19]. For the sake of simplicity and convenience of making comparisons the plane stress version of the model was used in this paper to investigate sandwich beam loaded by the uniformly distributed pressure q.…”
Section: Methods and Tools Of The Analysismentioning
confidence: 99%
“…It is due to well known transformation rules of j parameter or the Poisson ratio [18,19]. For the sake of simplicity and convenience of making comparisons the plane stress version of the model was used in this paper to investigate sandwich beam loaded by the uniformly distributed pressure q.…”
Section: Methods and Tools Of The Analysismentioning
confidence: 99%
“…This model is a subsequent result of investigations of sandwich structures by the present author within the local theory of linear elastodynamics. Several vibrational models for the unidirectional, both cantilever [16] and clampedclamped (C-C) [17], sandwich structures have been elaborated within the approach. However, the former models have been obtained for some specific, realistic but simplified, edge boundary conditions, referring only to the faces of the structures.…”
Section: New 2d Local Vibrational Modelmentioning
confidence: 99%
“…The former models were obtained without expanding the displacement and stress fields (within the structures) into series. All through-the-thickness boundary conditions and the compatibility equations of the local linear elastodynamics have been satisfied in the models [16,17] and their final (numerical) form in the case of the free vibration has been expressed as follows:…”
Section: New 2d Local Vibrational Modelmentioning
confidence: 99%
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