2003
DOI: 10.1016/s0266-3538(03)00016-2
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Vibration analysis of cross-ply laminated square plates with general boundary conditions

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Cited by 54 publications
(20 citation statements)
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“…To compare the solutions the results of Karami [20] and Aydogdu et al [9] are also cited. Using only eleven grid points, the results agree with those of Karami and Aydogdu et al It is obvious that by increasing the number of grid points, the accuracy of the results will be increased.…”
Section: Cross-ply Laminatesmentioning
confidence: 99%
“…To compare the solutions the results of Karami [20] and Aydogdu et al [9] are also cited. Using only eleven grid points, the results agree with those of Karami and Aydogdu et al It is obvious that by increasing the number of grid points, the accuracy of the results will be increased.…”
Section: Cross-ply Laminatesmentioning
confidence: 99%
“…Effects of plate geometry, lamination scheme, degree of orthotropy and delamination size or position on dynamic characteristics of the plate are presented. Aydogdu and Timarchi (2003) investigated the vibration analysis of cross-ply laminated square plates based on PSDPT with general boundary conditions. Sharma and Mittal (2010 studied the free vibration analysis of laminated composite plates with elastically restrained edges by applying FEM.…”
Section: Introductionmentioning
confidence: 99%
“…The first dealt with the analytical and experimental determination of natural frequencies of delaminated composite beam while the second one undertook a finite element free vibration analysis of the delaminated composite cantilever beam and plate. Rebière and Gamby [2004] employed a variational approach to model the behavior of composite cross-ply laminates damaged by transverse and longitudinal cracking and delamination, while Aydogdu and Timarci [2003] and Tripathi et al [2007] studied the free-vibration behavior of a delaminated composite employing the finite element method. Lee et al [2002] carried out the vibration analysis of a twisted cantilevered conical composite shell using a finite element method based on the Hellinger-Reissner principle, again for single and multiple delaminations.…”
Section: Introductionmentioning
confidence: 99%