1998
DOI: 10.1115/1.2789059
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Refined Dynamic Stability Theory of Laminated Isotropic Circular Plates

Abstract: Hamilton’s variational principle is used for the derivation of transversally isotropic laminated circular plates motion. Nonlinear strain-displacements relations are considered. Linearized dynamic stability equations are obtained for circular plates subjected to the same uniformly distributed periodic radial loads. The effects of transverse shear and rotational inertia are included. The exact solutions of vibrations and buckling problems are given initially in the terms of Bessel, power, and trigonometric func… Show more

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Cited by 4 publications
(2 citation statements)
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“…in radial coordinates ͑r , ͒ [23] where J ͑kr͒ is a Bessel function of the first kind of order with wave number k. Similar spatial dependencies have been seen in other systems [24,25]. Bessel functions of the second kind, Y ͑kr͒, were not chosen due to their unphysical divergence at r = 0.…”
Section: Modelingmentioning
confidence: 90%
“…in radial coordinates ͑r , ͒ [23] where J ͑kr͒ is a Bessel function of the first kind of order with wave number k. Similar spatial dependencies have been seen in other systems [24,25]. Bessel functions of the second kind, Y ͑kr͒, were not chosen due to their unphysical divergence at r = 0.…”
Section: Modelingmentioning
confidence: 90%
“…Beside the mechanical behavior known from homogeneous structural elements, additional complicating effects can appear in layered structures. The review article of Chia [4] compiles various geometrically nonlinear effects on the behavior of composite plates, and a refined dynamic stability theory of laminated plates is derived in [5]. Furthermore, in some widely used structures, such as in composite steel-concrete beams or in layered wood systems connected with nails, rigid bond between the layers cannot be achieved.…”
Section: Introductionmentioning
confidence: 99%