Static behaviour of functionally graded sandwich beams using a quasi-3D theory

被引：133
作者：
Vo, Thuc P. [1 ]
Thai, Huu-Tai [2 ]
Trung-Kien Nguyen [3 ]
Inam, Fawad [1 ]
Lee, Jaehong [4 ]
机构：
[1] Northumbria Univ, Fac Engn & Environm, Newcastle Upon Tyne NE1 8ST, Tyne & Wear, England
[2] Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[3] Univ Tech Educ Ho Chi Minh City, Fac Civil Engn & Appl Mech, Ho Chi Minh City, Vietnam
[4] Sejong Univ, Dept Architectural Engn, Seoul 143747, South Korea
来源：
COMPOSITES PART B-ENGINEERING | 2015年 / 68卷
基金：
新加坡国家研究基金会;
关键词：
Hybrid; Numerical analysis; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; FREE-VIBRATION ANALYSIS; ADVANCED COMPOSITE PLATES; BENDING ANALYSIS; FINITE-ELEMENT; FGM PLATES; COMPREHENSIVE ANALYSIS; ELASTIC FOUNDATIONS; BUCKLING ANALYSIS;
D O I：
10.1016/j.compositesb.2014.08.030
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper presents static behaviour of functionally graded (FG) sandwich beams by using a quasi-3D theory, which includes both shear deformation and thickness stretching effects. Various symmetric and non-symmetric sandwich beams with FG material in the core or skins under the uniformly distributed load are considered. Finite element model (FEM) and Navier solutions are developed to determine the displacement and stresses of FG sandwich beams for various power-law index, skin-core-skin thickness ratios and boundary conditions. Numerical results are compared with those predicted by other theories to show the effects of shear deformation and thickness stretching on displacement and stresses. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码：59 / 74
页数：16
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