AN EDGE-BASED SMOOTHED FINITE ELEMENT METHOD FOR ANALYSIS OF LAMINATED COMPOSITE PLATES

被引:66
|
作者
Phan-Dao, H. H. [1 ,2 ]
Nguyen-Xuan, H. [3 ]
Thai-Hoang, C. [2 ]
Nguyen-Thoi, T. [2 ,3 ]
Rabczuk, T. [4 ]
机构
[1] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[2] Ton Duc Thang Univ, Div Computat Mech, Ho Chi Minh City, Vietnam
[3] Univ Sci, VNU HCM, Fac Math & Comp Sci, Dept Mech, Ho Chi Minh City, Vietnam
[4] Bauhaus Univ Weimar, Inst Struct Mech, D-99423 Weimar, Germany
关键词
FEM; SFEM; discrete shear gap method (DSG); stabilized method; laminated composite plates; FREE-VIBRATION ANALYSIS; SOLID MECHANICS PROBLEMS; SHEAR DEFORMATION-THEORY; RADIAL BASIS FUNCTIONS; HIGHER-ORDER THEORY; SANDWICH PLATES; FSDT; STABILITY; FEM;
D O I
10.1142/S0219876213400057
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper promotes a novel numerical approach to static, free vibration and buckling analyses of laminated composite plates by an edge-based smoothed finite method (ES-FEM). In the present ES-FEM formulation, the system stiffness matrix is established by using the strain smoothing technique over the smoothing domains associated with the edges of the triangular elements. A discrete shear gap (DSG3) technique without shear locking is combined into the ES-FEM to give a so-called edge-based smoothed discrete shear gap method (ES-DSG3) for analysis of laminated composite plates. The present method uses only linear interpolations and its implementation into finite element programs is quite simple. Numerical results for analysis of laminated composite plates show that the ES-DSG3 performs quite well compared to several other published approaches in the literature.
引用
收藏
页数:27
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