Mesh-free radial basis function method for static, free vibration and buckling analysis of shear deformable composite laminates
- 1 March 2007
- journal article
- Published by Elsevier BV in Composite Structures
- Vol. 78 (1), 58-69
- https://doi.org/10.1016/j.compstruct.2005.08.010
Abstract
No abstract availableKeywords
This publication has 19 references indexed in Scilit:
- Thick Composite Beam Analysis Using a Global Meshless Approximation Based on Radial Basis FunctionsMechanics of Advanced Materials and Structures, 2003
- A radial point interpolation method for simulation of two-dimensional piezoelectric structuresSmart Materials and Structures, 2003
- A local point interpolation method for static and dynamic analysis of thin beamsComputer Methods in Applied Mechanics and Engineering, 2001
- Buckling and vibration of laminated composite plates using various plate theoriesAIAA Journal, 1989
- Analysis of symmetric cross-ply laminated elastic plates using a higher-order theory: Part II—Buckling and free vibrationComposite Structures, 1988
- Natural frequencies of symmetrically laminated rectangular plates with free edgesComposite Structures, 1987
- Analysis of laminated composite plates using a higher‐order shear deformation theoryInternational Journal for Numerical Methods in Engineering, 1985
- Stability of multilayered composite platesFibre Science and Technology, 1975
- Elastic Behavior of Multilayered Bidirectional CompositesAIAA Journal, 1972
- Shear Deformation in Heterogeneous Anisotropic PlatesJournal of Applied Mechanics, 1970