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http://dx.doi.org/10.12989/scs.2016.22.6.1281

Vibration of antisymmetric angle-ply laminated plates under higher order shear theory  

Javed, Saira (UTM Centre for Industrial and Applied Mathematics (UTM-CIAM), Ibnu Sina Institiute for Scientific & Industrial Research, Universiti Teknologi Malaysia)
Viswanathan, K.K. (UTM Centre for Industrial and Applied Mathematics (UTM-CIAM), Ibnu Sina Institiute for Scientific & Industrial Research, Universiti Teknologi Malaysia)
Aziz, Z.A. (UTM Centre for Industrial and Applied Mathematics (UTM-CIAM), Ibnu Sina Institiute for Scientific & Industrial Research, Universiti Teknologi Malaysia)
Karthik, K. (UTM Centre for Industrial and Applied Mathematics (UTM-CIAM), Ibnu Sina Institiute for Scientific & Industrial Research, Universiti Teknologi Malaysia)
Lee, J.H. (Department of Naval Architecture & Ocean Engineering, Inha University)
Publication Information
Steel and Composite Structures / v.22, no.6, 2016 , pp. 1281-1299 More about this Journal
Abstract
This paper deals with the analysis of vibration of antisymmetric angle-ply plates using spline method for higher order shear theory. Free vibration of laminated plates is addressed to show the capability of the present method in the vicinity of higher order shear deformation theory and simply supported edges of plates. The coupled differential equations are obtained in terms displacement and rotational functions. These displacement and rotational functions are approximated using cubic and quantic spline. A generalized eigenvalue problem is obtained and solved numerically for an eigenfrequency parameter and an associated eigenvector of spline coefficients. The antisymmetric angle-ply fiber orientation are taken as design variables. Numerical results enable us to examine the frequencies for various geometric and material parameters and accuracy and effectiveness of the proposed method is also verified by comparative study.
Keywords
antisymmetric angle-ply; free vibration; shear deformation theory; spline approximation; eigenvalue;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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