Results 211 to 220 of about 190,891 (262)
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Thickness Oscillations in Deformed Elastic Plate
Journal of Applied Mechanics, 1979The theory of elastic waves superposed on finite deformation is applied to the study of thickness oscillations in a deformed elastic plate. Perturbation scheme, based on multiple scales, is employed to obtain a set of governing equations for the amplitudes of transverse thickness oscillations which are perpendicularly polarized with each other.
Hirao, M., Fukuoka, H.
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Optimization of clamped plates with discontinuous thickness
Systems & Control Letters, 2003zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Jürgen Sprekels, Dan Tiba
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Buckling of moderately thick composite plates
Composite Structures, 1991Abstract In this paper an analysis of the buckling behaviour of anisotropic elastic plates is developed. The analysis is carried out by using a finite-element technique based on a shear-deformable plate model. Numerical results are also given relative to buckling of laminated plates under uniform axial compression, together with some comparisons ...
BRUNO, Domenico, LATO S.
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Damping Characteristics of Laminated Thick Plates
Journal of Applied Mechanics, 1997We develop the analysis for the exact three-dimensional viscoelastic solution for simply supported, thick multilayered composite plate strips. Each layer is assumed to possess monoclinic or higher material symmetry and to be perfectly bonded to adjacent layers.
Taylor, T. W., Nayfeh, A. H.
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Thickness effect on the spectral properties of thick plates
Communications in Applied Numerical Methods, 1988AbstractIn this paper is shown the effect of plate thickness on the spectral properties of the stiffness matrix which is obtained from finite element representation. The results confirm the very stiff properties associated with the strain energy based on Reissner and Mindlin theories in the case of thin plates.
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1992
Abstract The analysis of thick plates must allow for the additional deformations of the plate caused by transverse shearing, and appropriate equations for this were discussed in Section 2.7. These equations have been implemented in a variety of ways for rectangular finite elements but may meet with difficulties in triangular elements.
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Abstract The analysis of thick plates must allow for the additional deformations of the plate caused by transverse shearing, and appropriate equations for this were discussed in Section 2.7. These equations have been implemented in a variety of ways for rectangular finite elements but may meet with difficulties in triangular elements.
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Buckling of thick rectangular plates.
AIAA Journal, 1969Srinivas, S., Rao, A. K.
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International Journal of Mechanical Sciences, 1983
David W. Cooke, Mark Levinson
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David W. Cooke, Mark Levinson
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Introduction to “Plates with Thickness”
2013In Part II we treated plates as two-dimensional structural elements and could therefore establish theories in a consistent, straightforwardway.
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The state op stress in a thick plate
Journal of Applied Mathematics and Mechanics, 1967Vorovich, I. I., Malkina, O. S.
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