Free Vibration of Cross-Ply Laminated Plates with Variable Thickness Based on Shear Deformation Theory-Reference-Cited by-同舟云学术

Free Vibration of Cross-Ply Laminated Plates with Variable Thickness Based on Shear Deformation Theory

Published:2016-05-31 Issue:03 Volume:13 Page:1650016
ISSN:0219-8762
Container-title:International Journal of Computational Methods
language:en
Short-container-title:Int. J. Comput. Methods

Author:

Viswanathan K. K.¹²,Aziz Z. A.¹²,Javed Saira¹²,Salleh Shaharuddin¹²,Tumiran Siti Aisyah Binti³,Sivakumar Bellie³⁴

Affiliation:

1. UTM-Center for Industrial and Applied Mathematics (UTM-CIAM), Ibnu Sina Institute for Scientific & Industrial Research, University of Technology Malaysia, 81310 Johor Bahru, Malaysia

2. Department of Mathematical Sciences, Faculty of Science, University of Technology Malaysia, 81310 Johor Bahru, Malaysia

3. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia

4. Department of Land, Air and Water Resources, University of California, Davis, CA 95616, USA

Abstract

Free vibration of laminated cross-ply plates of variable thickness including transverse problem is solved numerically to obtain eigenvalues as frequency parameter and associated eigenvectors which are spline coefficients. The variation of frequency parameters with respect to the aspect ratio, side-to-thickness ratio, ply-angle, number of layer and thickness variations for two different materials under simply supported boundary conditions are analyzed.

Publisher

World Scientific Pub Co Pte Lt

Subject

Computational Mathematics,Computer Science (miscellaneous)

Link

https://www.worldscientific.com/doi/pdf/10.1142/S021987621650016X

Reference32 articles.

1. Vibration analysis of cross-ply laminated square plates with general boundary conditions

2. Vibration analysis of cross-ply laminated beams with general boundary conditions by Ritz method

3. Simplified Analysis of Static Shear Factors for Beams of NonHomogeneous Cross Section

4. Large Amplitude Vibrations Of Imperfect Antisymmetric Angle-ply Laminated Plates

5. A NOVEL HIGHER ORDER SHEAR AND NORMAL DEFORMATION THEORY BASED ON NEUTRAL SURFACE POSITION FOR BENDING ANALYSIS OF ADVANCED COMPOSITE PLATES

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