Large displacement behaviour of tapered cantilever Euler-Bernoulli beams made of functionally graded material

被引:32
作者
Nguyen Dinh Kien [1 ]
机构
[1] Vietnam Acad Sci & Technol, Inst Mech, Dept Solid Mech, Hanoi, Vietnam
关键词
Functionally graded material; Power-law distribution; Tapered beam; Finite element method; Large displacement; FREE-VIBRATION ANALYSIS; EXACT STIFFNESS MATRIX; FINITE-ELEMENT; TIMOSHENKO BEAM; LARGE DEFLECTIONS; BUCKLING ANALYSIS; NONUNIFORM BEAM; STATIC ANALYSIS; CROSS-SECTION; PLATES;
D O I
10.1016/j.amc.2014.03.104
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
The large displacement behaviour of tapered cantilever Euler-Bernoulli beams made of functionally graded material subjected to end forces is studied by the finite element method. The effective Young's modulus of the beams is assumed to be graded in the thickness direction by a power-law distribution. Based on the co-rotational approach, a finite element formulation is derived and employed in the study. An incremental/iterative procedure in combination with the arc-length control method is used in computing the large displacement response of the beams. The numerical results show that the derived formulation is capable to give accurate results by using just several elements. A parametric study is given to highlight the influence of the material inhomogeneity, taper ratio and taper type on the large displacement behaviour of the beams. The large displacement behaviour of beams composed of different constituent materials is also investigated and highlighted. (C) 2014 Elsevier Inc. All rights reserved.
引用
收藏
页码:340 / 355
页数:16
相关论文
共 45 条
[1]   Free vibration characteristics of a functionally graded beam by finite element method [J].
Alshorbagy, Amal E. ;
Eltaher, M. A. ;
Mahmoud, F. F. .
APPLIED MATHEMATICAL MODELLING, 2011, 35 (01) :412-425
[2]  
[Anonymous], 1991, NON LINEAR FINITE EL
[3]   Basic displacement functions for free vibration analysis of non-prismatic Timoshenko beams [J].
Attarnejad, Reza ;
Semnani, Shabnam Jandaghi ;
Shahba, Ahmad .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2010, 46 (10) :916-929
[4]   Exact deflections in nonprismatic members [J].
Baker, G .
COMPUTERS & STRUCTURES, 1996, 61 (03) :515-528
[5]   ON THE LARGE DEFLECTIONS OF NONPRISMATIC CANTILEVERS WITH A FINITE DEPTH [J].
BAKER, G .
COMPUTERS & STRUCTURES, 1993, 46 (02) :365-370
[6]   Static analysis of functionally graded short beams including warping and shear deformation effects [J].
Benatta, M. A. ;
Mechab, I. ;
Tounsi, A. ;
Bedia, E. A. Adda .
COMPUTATIONAL MATERIALS SCIENCE, 2008, 44 (02) :765-773
[7]   Large deflections of nonlinearly elastic non-prismatic cantilever beams made from materials obeying the generalized Ludwick constitutive law [J].
Brojan, M. ;
Videnic, T. ;
Kosel, F. .
MECCANICA, 2009, 44 (06) :733-739
[8]   A new beam finite element for the analysis of functionally graded materials [J].
Chakraborty, A ;
Gopalakrishnan, S ;
Reddy, JN .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2003, 45 (03) :519-539
[9]   A spectrally formulated finite element for wave propagation analysis in functionally graded beams [J].
Chakraborty, A ;
Gopalakrishnan, S .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (10) :2421-2448
[10]   FINITE-ELEMENT FORMULATION OF A TAPERED TIMOSHENKO BEAM FOR FREE LATERAL VIBRATION ANALYSIS [J].
CLEGHORN, WL ;
TABARROK, B .
JOURNAL OF SOUND AND VIBRATION, 1992, 152 (03) :461-470