Title of article :
A mesh-free method using exponential basis functions for laminates modeled by CLPT, FSDT and TSDT – Part I: Formulation
Author/Authors :
M. Shahbazi، نويسنده , , B. BOROOMAND، نويسنده , , S. Soghrati، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2011
Pages :
8
From page :
3112
To page :
3119
Abstract :
In this part of the paper, we introduce a meshfree approach for static analysis of isotropic/orthotropic cross-ply laminated plates with symmetric/non-symmetric layers. In this method, the solution is first split into homogenous and particular parts and then the homogenous part is approximated by the summation of an appropriately selected set of exponential basis functions (EBFs) that are restricted to satisfy the governing partial differential equation (PDE). The particular solution is derived using a similar approach and another series of EBFs. The imposition of the boundary conditions is performed by a collocation method through a discrete transformation technique. The solution method allows us to obtain semi-analytical solution of plate problems with various shapes and boundary conditions. Although implemented for cross-ply laminates in this work, the proposed method is applicable to more general lamination cases as long as the governing PDEs are of constant coefficient type. This part of the paper is devoted to the basic features of the formulation and the evaluation of the EBFs using classical, first and third order shear deformation theories. Explicit expressions are given for special cases for further use.
Keywords :
Meshfree , Laminated plate , Shear deformation plate theories , Classical plate theory , Discrete transformation , Exponential basis function
Journal title :
COMPOSITE STRUCTURES
Serial Year :
2011
Journal title :
COMPOSITE STRUCTURES
Record number :
1344422
Link To Document :
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