An Equivalent Layer-Wise Approach for the Free Vibration Analysis of Thick and Thin Laminated and Sandwich Shells

被引:46
作者
Tornabene, Francesco [1 ]
Fantuzzi, Nicholas [1 ]
Bacciocchi, Michele [1 ]
Reddy, Junuthula N. [2 ]
机构
[1] Univ Bologna, Sch Engn & Architecture, DICAM Dept, I-40126 Bologna, Italy
[2] Texas A&M Univ, Dept Mech Engn, Adv Computat Mech Lab, College Stn, TX 77843 USA
来源
APPLIED SCIENCES-BASEL | 2017年 / 7卷 / 01期
关键词
laminated composites shells; doubly-curved surfaces; natural frequencies; generalized differential quadrature method; higher-order structural theories; SHEAR DEFORMATION-THEORY; DOUBLY-CURVED SHELLS; HIGHER-ORDER THEORIES; DIFFERENTIAL QUADRATURE METHOD; FINITE-ELEMENT FORMULATION; 3D STRESS PREDICTIONS; EFFICIENT 2D MODEL; LOCAL GDQ METHOD; COMPOSITE PLATES; STATIC ANALYSIS;
D O I
10.3390/app7010017
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The main purpose of the paper is to present an innovative higher-order structural theory to accurately evaluate the natural frequencies of laminated composite shells. A new kinematic model is developed starting from the theoretical framework given by a unified formulation. The kinematic expansion is taken as a free parameter, and the three-dimensional displacement field is described by using alternatively the Legendre or Lagrange polynomials, following the key points of the most typical Layer-wise (LW) approaches. The structure is considered as a unique body and all the geometric and mechanical properties are evaluated on the shell middle surface, following the idea of the well-known Equivalent Single Layer (ESL) models. For this purpose, the name Equivalent Layer-Wise (ELW) is introduced to define the present approach. The governing equations are solved numerically by means of the Generalized Differential Quadrature (GDQ) method and the solutions are compared with the results available in the literature or obtained through a commercial finite element program. Due to the generality of the current method, several boundary conditions and various mechanical and geometric configurations are considered. Finally, it should be underlined that different doubly-curved surfaces may be considered following the mathematical framework given by the differential geometry.
引用
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页数:34
相关论文
共 105 条
[1]   Free vibration analysis of antisymmetric laminated rectangular plates with distributed patch mass using third-order shear deformation theory [J].
Alibeigloo, A. ;
Shakeri, M. ;
Kari, M. R. .
OCEAN ENGINEERING, 2008, 35 (02) :183-190
[2]   A new non-linear higher-order shear deformation theory for large-amplitude vibrations of laminated doubly curved shells [J].
Amabili, M. ;
Reddy, J. N. .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2010, 45 (04) :409-418
[3]   A new third-order shear deformation theory with non-linearities in shear for static and dynamic analysis of laminated doubly curved shells [J].
Amabili, Marco .
COMPOSITE STRUCTURES, 2015, 128 :260-273
[4]  
[Anonymous], DIQUMASPAB SOFTWARE
[5]  
[Anonymous], COMPOS B IN PRESS
[6]  
[Anonymous], 2000, DIFFERENTIAL QUADRAT
[7]   Vibration analysis of variable thickness plates and shells by the Generalized Differential Quadrature method [J].
Bacciocchi, Michele ;
Eisenberger, Moshe ;
Fantuzzi, Nicholas ;
Tornabene, Francesco ;
Viola, Erasmo .
COMPOSITE STRUCTURES, 2016, 156 :218-237
[8]   Coupled higher order and mixed layerwise finite element based static and free vibration analyses of laminated plates [J].
Band, U. N. ;
Desai, Y. M. .
COMPOSITE STRUCTURES, 2015, 128 :406-414
[9]   A CRITICAL-EVALUATION OF NEW PLATE THEORIES APPLIED TO LAMINATED COMPOSITES [J].
BERT, CW .
COMPOSITE STRUCTURES, 1984, 2 (04) :329-347
[10]   Mixed-dimensional modeling bymeans of solid and higher-order multi-layered plate finite elements [J].
Biscani, F. ;
Giunta, G. ;
Belouettar, S. ;
Hu, H. ;
Carrera, E. .
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2016, 23 (09) :960-970