Analysis of thick composite laminates using a higher-order shear and normal deformable plate theory (HOSNDPT) and a meshless method

被引:87
|
作者
Xiao, J. R. [1 ]
Gilhooley, D. F. [1 ,5 ]
Batra, R. C. [4 ]
Gillespie, J. W., Jr. [1 ,2 ,3 ]
McCarthy, M. A. [5 ,6 ,7 ]
机构
[1] Univ Delaware, Ctr Composite Mat, Newark, DE 19716 USA
[2] Univ Delaware, Dept Mat Sci & Engn, Newark, DE 19716 USA
[3] Univ Delaware, Dept Civil & Struct Engn, Newark, DE 19716 USA
[4] Virginia Polytech Inst & State Univ, Dept Engn Sci & Mech, Blacksburg, VA 24061 USA
[5] Univ Limerick, Composites Res Ctr, Limerick, Ireland
[6] Univ Limerick, Mat & Surface Sci Inst, Limerick, Ireland
[7] Univ Limerick, Dept Mech & Aeronaut Engn, Limerick, Ireland
关键词
laminates; plates; elasticity; numerical analysis;
D O I
10.1016/j.compositesb.2006.12.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The meshless local Petrov-Galerkin (MLPG) method with radial basis functions (RBFs), and the higher order shear and normal deformable plate theory (HOSNDPT) are used to analyze static infinitesimal deformations of thick laminated composite elastic plates under different boundary conditions. Two types of RBFs, namely, multiquadrics (MQ) and thin plate splines (TPS), are employed for constructing trial functions while a fourth order spline function is used as the test function. Computed results for different lamination schemes are found to match well with those obtained by other researchers. A benefit of using RBFs over those generated by the moving least squares approximation is that no special treatment is needed to impose essential boundary conditions, which substantially reduces the computational cost. Furthermore, the MLPG method does not require nodal connectivity which reduces the time required to prepare the input data. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:414 / 427
页数:14
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