A size-dependent isogeometric analysis of laminated composite plates based on the nonlocal strain gradient theory

被引:17
|
作者
Thai, Chien H. [1 ,2 ]
Nguyen-Xuan, H. [3 ,4 ]
Phung-Van, P. [5 ]
机构
[1] Ton Duc Thang Univ, Div Computat Mech, Ho Chi Minh City, Vietnam
[2] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[3] HUTECH Univ, CIRTECH Inst, Ho Chi Minh City, Vietnam
[4] Sejong Univ, Dept Architectural Engn, Seoul, South Korea
[5] HUTECH Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
关键词
Size-dependent model; Nonlocal strain gradient theory; Nonlocal and strain gradient effects; Isogeometric analysis; HSDT; FREE-VIBRATION ANALYSIS; SHEAR DEFORMATION-THEORY; BUCKLING ANALYSIS; BENDING ANALYSIS; INVERSE ANALYSIS; OPERATOR METHOD; ELASTICITY; BEAMS; MODEL; NURBS;
D O I
10.1007/s00366-021-01559-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The paper presents a size-dependent high-order shear deformation theory (HSDT) model for static and free vibration and analyses of laminated composite and sandwich nanoplates based on the nonlocal strain gradient theory. To consider the size effect of nanostructures, two scale parameters having relationship with the nonlocal and strain gradient effects are introduced into the classical HSDT model. Due to these parameters, the increase and decrease in the stiffness of nanostructures are confirmed by adjusting these two ones. The virtual work principle is used in order to perform the weak forms, and the size-dependent bending and free vibration isogeometric analysis model are developed using the weak form. As observed numerical results, bending and free vibration characteristics of laminated composite and sandwich nanoplates are changed by the geometry, boundary condition, length-to-thickness ratio, strain gradient parameter and nonlocal parameter. In addition, the pure nonlocal, strain gradient and classical HSDT models can be retrieved from the present model when the strain gradient parameter, nonlocal parameter and these two parameters are taken equal to zero.
引用
收藏
页码:331 / 345
页数:15
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