Free vibration of sigmoid functionally graded plates using the dynamic stiffness method and the Wittrick-Williams algorithm

被引:31
作者
Ali, Md Imran [1 ]
Azam, M. S. [1 ]
Ranjan, V [2 ]
Banerjee, J. R. [3 ]
机构
[1] Indian Inst Technol, Dept Mech Engn, Dhanbad 826004, Jharkhand, India
[2] Bennett Univ, Dept Mech & Aerosp Engn, Greater Noida 201310, Uttar Pradesh, India
[3] City Univ London, Dept Mech Engn & Aeronaut, Northampton Sq, London EC1V 0HB, England
关键词
Dynamic stiffness method; Two power-law functions; Wittrick-Williams algorithm; Sigmoid functionally graded material; SHEAR DEFORMATION-THEORY; COMPOSITE MINDLIN PLATES; PHYSICAL NEUTRAL SURFACE; EXACT MODAL-ANALYSIS; S-FGM PLATES; PART I; THEORETICAL-ANALYSIS; NATURAL FREQUENCIES; RECTANGULAR-PLATES; BUCKLING ANALYSIS;
D O I
10.1016/j.compstruc.2020.106424
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper, the free vibration characteristics of Sigmoid Functionally Graded Material (S-FGM) Levy-type plates are investigated by developing the Dynamic Stiffness Method (DSM) through the application of the Wittrick-Williams algorithm, as solution technique. Kirchoff-Love Plate Theory (KLPT) and Hamilton principle are utilised to derive the governing equation of motion and associated natural boundary conditions. Based on two power-law distribution functions, the material properties are gradually varied along the thickness direction. Using the proposed theory, a substantial number of numerical examples showing the natural vibration characteristics of plates made of sigmoid functionally graded material are illustrated to demonstrate the accuracy of the method. Some numerical results are compared with published results and found to be in excellent agreement. An extensive investigation is carried out and the results are examined and discussed in detail. The variations of material properties such as the Young's modulus ratio and density ratio are seen to affect the natural frequencies of S-FGM plates significantly. The proposed method is not only accurate but also, quite simple and straightforward to compute the natural frequencies and mode shapes of S-FGM plates. The results presented can be used as benchmark solution for further investigation of FGM plates. (C) 2020 Elsevier Ltd. All rights reserved.
引用
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页数:17
相关论文
共 74 条
[1]   Functionally graded plates behave like homogeneous plates [J].
Abrate, Serge .
COMPOSITES PART B-ENGINEERING, 2008, 39 (01) :151-158
[2]   Free vibration analysis of functionally graded plates resting on Winkler-Pasternak elastic foundations using a new shear deformation theory [J].
Atmane, Hassen Ait ;
Tounsi, Abdelouahed ;
Mechab, Ismail ;
Bedia, El Abbas Adda .
INTERNATIONAL JOURNAL OF MECHANICS AND MATERIALS IN DESIGN, 2010, 6 (02) :113-121
[3]   An exact solution for free vibration of thin functionally graded rectangular plates [J].
Baferani, A. Hasani ;
Saidi, A. R. ;
Jomehzadeh, E. .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2011, 225 (C3) :526-536
[4]   Dynamic stiffness matrix of a rectangular plate for the general case [J].
Banerjee, J. R. ;
Papkov, S. O. ;
Liu, X. ;
Kennedy, D. .
JOURNAL OF SOUND AND VIBRATION, 2015, 342 :177-199
[5]   Dynamic stiffness formulation for structural elements: A general approach [J].
Banerjee, JR .
COMPUTERS & STRUCTURES, 1997, 63 (01) :101-103
[6]   A theoretical analysis of flexional bending of Al/Al2O3 S-FGM thick beams [J].
Ben-Oumrane, Sallai ;
Abedlouahed, Tounsi ;
Ismail, Mechab ;
Mohamed, Bachir Bouiadjra ;
Mustapha, Meradjah ;
El Abbas, Adda Bedia .
COMPUTATIONAL MATERIALS SCIENCE, 2009, 44 (04) :1344-1350
[7]   Modeling and analysis of functionally graded materials and structures [J].
Birman, Victor ;
Byrd, Larry W. .
APPLIED MECHANICS REVIEWS, 2007, 60 (1-6) :195-216
[8]   Layer-wise dynamic stiffness solution for free vibration analysis of laminated composite plates [J].
Boscolo, M. ;
Banerjee, J. R. .
JOURNAL OF SOUND AND VIBRATION, 2014, 333 (01) :200-227
[9]   Dynamic stiffness formulation for composite Mindlin plates for exact modal analysis of structures. Part II: Results and applications [J].
Boscolo, M. ;
Banerjee, J. R. .
COMPUTERS & STRUCTURES, 2012, 96-97 :74-83
[10]  
Boscolo M, 2012, COMPUT STRUCT, V96-97, P61, DOI 10.1016/j.compstruc.2012.01.002