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

页码：59 / 74

页数：16

共 50 条

[1] A quasi-3D theory for vibration and buckling of functionally graded sandwich beams
Vo, Thuc P.
Thai, Huu-Tai
Trung-Kien Nguyen
Inam, Fawad
Lee, Jaehong
COMPOSITE STRUCTURES, 2015, 119 : 1 - 12
[2] Bending behaviour of two directional functionally graded sandwich beams by using a quasi-3d shear deformation theory
Karamanli, Armagan
COMPOSITE STRUCTURES, 2017, 174 : 70 - 86
[3] A modified quasi-3D theory and mixed beam element method for static behaviour analysis of functionally graded beams
Li, Wenxiong
Liu, Zhiwei
Chen, Suiyin
THIN-WALLED STRUCTURES, 2024, 204
[4] An analytical solution for buckling and vibration analysis of functionally graded sandwich beams using a quasi-3D shear deformation theory
Trung-Kien Nguyen
Vo, Thuc P.
Ba-Duy Nguyen
Lee, Jaehong
COMPOSITE STRUCTURES, 2016, 156 : 238 - 252
[5] An Efficient Beam Element Based on Quasi-3D Theory for Static Bending Analysis of Functionally Graded Beams
Hoang Nam Nguyen
Tran Thi Hong
Pham Van Vinh
Do Van Thom
MATERIALS, 2019, 12 (13)
[6] Analytical solution for vibration and buckling of functionally graded sandwich beams using various quasi-3D theories
Osofero, Adelaja I.
Vo, Thuc P.
Trung-Kien Nguyen
Lee, Jaehong
JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2016, 18 (01) : 3 - 29
[7] A quasi-3D refined theory for functionally graded single-layered and sandwich plates with porosities
Zenkour, Ashraf M.
COMPOSITE STRUCTURES, 2018, 201 : 38 - 48
[8] Thermomechanical bending study for functionally graded sandwich plates using a simple quasi-3D shear deformation theory
Zarga, Djaloul
Tounsi, Abdelouahed
Bousahla, Abdelmoumen Anis
Bourada, Fouad
Mahmoud, S. R.
STEEL AND COMPOSITE STRUCTURES, 2019, 32 (03): : 389 - 410
[9] Finite element static analysis of functionally graded sandwich beams with porous core resting on a two-parameter elastic foundation based on quasi-3D theory
Mohamed, Ibrahim
Kahya, Volkan
Simsek, Sebahat
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2025, 239 (06) : 2129 - 2149
[10] Quasi-3D static and dynamic analysis of undamaged and damaged sandwich beams
Di Sciuva, M
Gherlone, M
JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2005, 7 (01) : 31 - 52

← 1 2 3 4 5 →