journal article·2007-11

Elasticity solution for the free vibration analysis of laminated cylindrical panels using the differential quadrature method

A. Alibeigloo, M. Shakeri

Composite Structures· Volume 81· Issue 1
Publisher page

Abstract

Based on the three-dimensional theory of elasticity, a new approach combining the state space method and the differential quadrature method (DQM) is presented in this paper for the free vibration analysis of the cross-ply laminated cylindrical panels. The panel has one pair of opposite edges with simply supported and the other pair of opposite edges arbitrary boundary conditions. Applying the differential quadrature method to the state space formulations along the axial or circumferential directions of panel, new state equations about state variables at discrete points are obtained. Eigenfrequency equation is obtained by using edges boundary condition in this state equation. Natural frequencies of the panel are obtained by solving the frequency equation. Numerical results for laminated cross-ply panel with arbitrary edges condition are performed. Results are verified by comparing for the simply supported edges with the available published results.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Composite Structure Analysis and Optimization · Acoustic Wave Phenomena Research · Vibration and Dynamic Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (14)

Show source-provided references
1. Srinivas S. Analysis of laminated ,composite, circular cylindrical shells with general boundary conditions. NASA technical Report R-412, Washington DC, 974.
2. Exact solutions for laminated cylindrical shells in cylindrical bending10.1016/0266-3538(87)90069-8 ↗
3. Analysis of simply supported laminated circular cylindrical shell roofs10.1016/0263-8223(89)90092-5 ↗
4. Three-dimensional solution of the free vibration problem of homogeneous isotropic cylindrical shells and panels10.1016/0022-460X(90)90805-A ↗
5. Three-dimensional axisymmetric vibrations of orthotropic and cross-ply laminated hollow cylinders10.2514/3.11031 ↗
6. Exact elasticity solution for laminated anisotropic cylindrical shells10.1115/1.2900777 ↗
7. Free vibrations of laminated anisotropic cylindrical shells10.1061/(ASCE)0733-9399(1993)119:5(1062) ↗
8. Three-dimensional vibration of laminated cylindrical panels with symmetric or antisymmetric cross-ply lay-up10.1016/S0961-9526(09)80016-6 ↗
9. Three-dimensional vibration of laminated composite plates and cylindrical panels with arbitrarily located lateral surface point supports10.1016/0020-7403(95)00056-9 ↗
10. Differential quadrature method in computational mechanics. A review10.1115/1.3101882 ↗
11. Elasticity solution for free vibration of laminated beams10.1016/S0263-8223(03)00086-2 ↗
12. 3D free vibration analysis of cross-ply laminated plates with one pair of opposite edges simply supported10.1016/j.compstruct.2004.05.015 ↗
13. Soong TV. A sub divisional method for linear system. Proc 11th, AIAA/ASME structures; 1970. p. 211–23.
14. Application of generalized differential quadrature to solve two-dimensional incompressible Navier–Stoaks equations10.1002/fld.1650150704 ↗