3D B-spline finite element nonlinear elasticity buckling analysis of rectangular FGM plates under non-uniform edge loads, using a micromechanical model

被引:26
作者
Shariyat, M. [1 ,2 ]
Asemi, K. [3 ]
机构
[1] KN Toosi Univ Technol, Fac Mech Engn, Tehran 1999143344, Iran
[2] Ctr Excellence Smart Struct & Dynam Syst, Tehran, Iran
[3] Amirkabir Univ Technol, Dept Mech Engn, Tehran, Iran
关键词
Nonlinear buckling; Non-uniform edge load; Three-dimensional elasticity; Functionally graded materials; 3D cubic B-spline element; Rectangular plate; FUNCTIONALLY GRADED PLATES; DYNAMIC INSTABILITY; BOUNDARY-CONDITIONS; COMPOSITE PLATES; CIRCULAR PLATES; SHEAR; STABILITY; VIBRATION; DEFORMATIONS; COMPRESSION;
D O I
10.1016/j.compstruct.2014.02.005
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Three-dimensional buckling analysis of the functionally graded plates has not been investigated under non-uniform in-plane compressive loads so far. The only available work in this field has been performed based on the first-order shear deformation theory, employing the simple rule of mixtures. In the present paper, a non-linear three-dimensional energy-based elasticity analysis is developed for buckling investigation of functionally graded plates subjected to non-uniform in-plane compressions. The comparative studies performed in the present paper reveal that the rule of mixtures is generally inappropriate for determination of the effective material properties. For this reason, a micromechanics-based model is used instead. In contrast to the common displacement-based numerical or semi-analytical elasticity analyses (with C-0-continuity), present formulations are C-2-continuous due to using the proposed 3D cubic B-spline element. Buckling analysis is accomplished through a two-step procedure wherein the prebuckling stresses are determined first. A non-linear weighted-residuals-based finite element solution is used. The buckling load associated with each of the adopted 8 types of the load distribution patterns is detected based on a generalized geometric stiffness concept. Various and comprehensive parametric studies are accomplished and various boundary conditions are considered to extract more precise conclusions. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:397 / 408
页数:12
相关论文
共 45 条
[1]   Semianalytical Solution for Buckling Analysis of Variable Thickness Two-Directional Functionally Graded Circular Plates with Nonuniform Elastic Foundations [J].
Alipour, M. M. ;
Shariyat, M. .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2013, 139 (05) :664-676
[2]   Semi-analytical buckling analysis of heterogeneous variable thickness viscoelastic circular plates on elastic foundations [J].
Alipour, M. M. ;
Shariyat, M. .
MECHANICS RESEARCH COMMUNICATIONS, 2011, 38 (08) :594-601
[3]   Highly accurate nonlinear three-dimensional finite element elasticity approach for biaxial buckling of rectangular anisotropic FGM plates with general orthotropy directions [J].
Asemi, K. ;
Shariyat, M. .
COMPOSITE STRUCTURES, 2013, 106 :235-249
[4]   A full compatible three-dimensional elasticity element for buckling analysis of FGM rectangular plates subjected to various combinations of biaxial normal and shear loads [J].
Asemi, K. ;
Shariyat, M. ;
Salehi, M. ;
Ashrafi, H. .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2013, 74 :9-21
[5]   A NEW APPROACH TO THE APPLICATION OF MORI-TANAKA THEORY IN COMPOSITE-MATERIALS [J].
BENVENISTE, Y .
MECHANICS OF MATERIALS, 1987, 6 (02) :147-157
[6]   Buckling of rectangular plates subjected to nonlinearly distributed in-plane loading [J].
Bert, CW ;
Devarakonda, KK .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (16) :4097-4106
[7]   Buckling of rectangular functionally graded material plates subjected to nonlinearly distributed in-plane edge loads [J].
Chen, XL ;
Liew, KM .
SMART MATERIALS AND STRUCTURES, 2004, 13 (06) :1430-1437
[8]   Three-dimensional thermoelastic deformations of a functionally graded elliptic plate [J].
Cheng, ZQ ;
Batra, RC .
COMPOSITES PART B-ENGINEERING, 2000, 31 (02) :97-106
[9]   Stability analysis of composite plates under localized in-plane load [J].
Daripa, Rupesh ;
Singha, M. K. .
THIN-WALLED STRUCTURES, 2009, 47 (05) :601-606
[10]   Static analysis of functionally graded plates using third-order shear deformation theory and a meshless method [J].
Ferreira, AJM ;
Batra, RC ;
Roque, CMC ;
Qian, LF ;
Martins, PALS .
COMPOSITE STRUCTURES, 2005, 69 (04) :449-457