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

被引:0
|
作者
Javed, Saira [1 ,2 ]
Viswanathan, K. K. [1 ,2 ,3 ]
Aziz, Z. A. [1 ,2 ]
Karthik, K. [1 ,2 ]
Lee, J. H. [4 ]
机构
[1] Univ Teknol Malaysia, Ibnu Sina Inst Sci & Ind Res, UTM Ctr Ind & Appl Math, Johor Baharu 81310, Johor, Malaysia
[2] Univ Teknol Malaysia, Fac Sci, Dept Math Sci, Johor Baharu 81310, Johor, Malaysia
[3] Kuwait Coll Sci & Technol, Doha Area, 7th Ring Rd,POB 27235, Safat 13133, Kuwait
[4] Inha Univ, Dept Naval Architecture & Ocean Engn, Inchon, South Korea
来源
STEEL AND COMPOSITE STRUCTURES | 2016年 / 22卷 / 06期
关键词
antisymmetric angle-ply; free vibration; shear deformation theory; spline approximation; eigenvalue; FINITE-ELEMENT-METHOD; FUNCTIONALLY GRADED PLATES; COMPOSITE PLATES; DEFORMATION-THEORY; BUCKLING ANALYSIS; WAVELET; HSDT;
D O I
10.12989/scs.2016.22.6.1281
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
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页码:1281 / 1299
页数:19
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