Static and free vibration analyses of composite and sandwich plates by an edge-based smoothed discrete shear gap method (ES-DSG3) using triangular elements based on layerwise theory

被引:49
作者
Phung-Van, P. [1 ]
Thai, Chien H. [2 ]
Nguyen-Thoi, T. [1 ,3 ]
Nguyen-Xuan, H. [2 ,3 ]
机构
[1] Ton Duc Thang Univ, Div Computat Math & Engn, Fac Civil Engn, Ho Chi Minh City, Vietnam
[2] Ton Duc Thang Univ, Div Computat Mech, Fac Civil Engn, Ho Chi Minh City, Vietnam
[3] Vietnam Natl Univ, HCMC, Dept Mech, Fac Math & Comp Sci, Ho Chi Minh City, Vietnam
关键词
Plates; Laminates; Finite element analysis (FEA); Computational modeling; Smoothed finite element methods (S-FEM); METHOD NS-FEM; FUNCTIONALLY GRADED PLATES; UPPER BOUND SOLUTIONS; METHOD FS-FEM; LAMINATED COMPOSITE; ALPHA-FEM; DEFORMATION-THEORY; FINITE; ZIGZAG; MODEL;
D O I
10.1016/j.compositesb.2013.12.044
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An edge-based smoothed stabilized discrete shear gap method (ES-DSG3) based on the first-order shear deformation theory (FSDT) was recently proposed for static and dynamic analyses of Mindlin plates. In this paper, the ES-DSG3 is extended and incorporated with a layerwise theory for static and free vibration analyses of composite and sandwich plates. In the layerwise theory, the behavior of each layer follows the first-order shear deformation theory and the condition of displacement continuity is imposed at the interfaces of layers. This hence does not require shear correction factors and improves significantly the accuracy of transverse shear stresses. The stiffness formulation of the ES-DSG3 is performed by using the strain smoothing technique over the smoothing domains associated with edges of elements for each layer. The accuracy and reliability of the proposed method are confirmed in several numerical examples. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:227 / 238
页数:12
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