On vibration and buckling of symmetric laminated plates according to shear deformation theories Academic Article uri icon

abstract

  • The analytical frequency and buckling equations of rectangular plates with various boundary conditions are developed using the interior and the edge-zone equations associated with the first-order shear deformation plate theory. The plates are laminated of transversely isotropic layers. It is shown that the solution contribution of the edge-zone equation on the natural frequency and the buckling load is negligible. Numerical results are developed and compared with the third-order shear deformation plate theories of Levinson and Reddy. © 1992 Springer-Verlag.

author list (cited authors)

  • Nosier, A., & Reddy, J. N.

citation count

  • 28

publication date

  • September 1992