2008
DOI: 10.1016/j.ijnonlinmec.2008.05.007
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Large amplitude free vibration of shear deformable laminated composite annular sector plates by a sector p-element

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Cited by 39 publications
(18 citation statements)
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“…The kinetic energy T of functionally graded sector plate is expressed as: (15) where I 0 , I 1 and I 2 are the inertia terms, which are defined by for laminated sector plate: …”
Section: Solution Proceduresmentioning
confidence: 99%
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“…The kinetic energy T of functionally graded sector plate is expressed as: (15) where I 0 , I 1 and I 2 are the inertia terms, which are defined by for laminated sector plate: …”
Section: Solution Proceduresmentioning
confidence: 99%
“…(14)(15)(16)(17)(18)(19) into Eq. (13) and performing the variational operation with respect to Fourier coefficients, the eigenvalue equation can be obtained in the matrix form:…”
Section: Solution Proceduresmentioning
confidence: 99%
See 1 more Smart Citation
“…To eliminate this deficiency, the FSDT was developed then, which assumes constant states of the transverse shear stresses through the plate thickness. There is also a great deal of research on the plate structure on the basis of FSDTs [11][12][13][14][15][16][17][18][19][20][21][22][23]. Generally, the shear correction factor is used to adjust the transverse shear stiffness as a constant, which differs from the fact that the shear correction factor is determined by the material properties and boundary conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Sharma et al [18] presented a simple analytical formulation to deal with the eigenvalue problem of buckling and free vibration analysis of shear deformable laminated sector plates which are made up of cylindrically orthotropic layers. Houmat [19] performed large amplitude free vibration of shear deformable laminated composite annular sector plates for clamped boundary condition by finite element method. Andakhshideh et al [20] extended the generalized differential quadrature method for nonlinear static analysis of laminated sector plates with any combination of clamped, simply supported and free edges.…”
Section: Introductionmentioning
confidence: 99%