Eigen Value Analysis of Glass Fiber Reinforced Composite Plate

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Abstract:

Finite element analysis has been used to find out eigen values and mode shape for fiber reinforced composite plates. FRC plates are important structural elements in modern engineering structures. Vibrations of laminated composite plates have been the subject of significant research activities in recent years. Last two decades have witnessed continued development of advanced composite and other high performance aerospace materials with increased specific strength and modulus, longer fatigue life, higher combat survivability etc. Advanced composite laminates extend the possibility of optimal design through the variation of stacking sequence and fiber orientation, known as composite tailoring. The benefits that accrue from this are not attainable without solving the complexities that are introduced by various coupling effects, such as bending–stretching and bending-twisting. Even, as the matrix material is of relatively low shearing stiffness as compared to the fibers, a reliable prediction of frequency response of laminated plates must account for transverse shear deformation. A four noded quadrilateral finite element is considered for the study of frequency response of composite plate. An analytical solution to the boundary value problem of free vibration response of arbitrarily laminated plates subjected to an admissible boundary condition is presented. A rectangular fiber reinforced composite plate is modeled in FEM software (NISA 15) and natural frequencies, mode shapes are obtained and are compared with the available analytical solutions.

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Periodical:

Advanced Materials Research (Volumes 488-489)

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676-680

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March 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. R. H. Kabir, and Abdullateef M. Al-khaleefi: Frequency Response of a Three-Node Finite Element for Thin and Thick Plates, Journal of Vibration and Control, 8 (2002)1123-1153.

DOI: 10.1177/107754602029584

Google Scholar

[2] H. R. H. Kabir: A Shear-Locking Free Robust Isoparametric Three-Node Triangular Finite Element For Moderately Thick and Thin Arbitrarily Laminated Plates, Computers and Structures, Vol 57; (1995) 589-597.

DOI: 10.1016/0045-7949(95)00071-n

Google Scholar

[3] H. R. H. Kabir: Thermal buckling response of shear flexible laminated anisotropic plates using a three-node isoparametric element, Composite Structures, 59(2003) 173-187.

DOI: 10.1016/s0263-8223(02)00237-4

Google Scholar

[4] H. R. H. Kabir: On the Frequency Response of Moderately Thick Simply Supported Rectangular Plates with Arbitrary Lamination, Int. J. of solids and structures, 36(1999) 2285-2301.

DOI: 10.1016/s0020-7683(98)00109-7

Google Scholar

[5] H. R. H. Kabir, and Abdullateef M. Al-khaleefi: Free Vibration Analysis of Thin Arbitrarily Laminated Anisotropic Plates using Boundary-Continuous Displacement Fourier Approach, Composite Structures, 53(2001) 469-476.

DOI: 10.1016/s0263-8223(01)00059-9

Google Scholar

[6] H. R. H. Kabir: A Novel Approach to the Solution of Shear Flexible Rectangular Plates with Arbitrary Laminations, Composites: Part B, 27 B(1996) 95-104.

DOI: 10.1016/1359-8368(95)00029-1

Google Scholar

[7] A.J.M. Ferreira: MATLAB Codes for Finite Element Solids and Structures. Universidade do Porto Portugal 2009 Springer Science.

Google Scholar

[8] J. N. Reddy: Mechanics of laminated composite plates. CRC Press, New York, (1997).

Google Scholar

[9] M. Petyt: Introduction to finite element vibration analysis. Cambridge University Press, Cambridge, (1990).

Google Scholar