Layerwise mixed least-squares finite element models for static and free vibration analysis of multilayered composite plates

被引:43
|
作者
Moleiro, F. [1 ]
Mota Soares, C. M. [1 ]
Mota Soares, C. A. [1 ]
Reddy, J. N. [2 ]
机构
[1] Univ Tecn Lisboa, Inst Super Tecn, IDMEC, Dept Mech Engn, P-1049001 Lisbon, Portugal
[2] Texas A&M Univ, Dept Mech Engn, College Stn, TX 77483 USA
关键词
Layerwise theory; Mixed formulation; Least-squares formulation; Finite element model; Multilayered composite plates; FORMULATION; ELASTICITY; SHELLS; RMVT; PVD;
D O I
10.1016/j.compstruct.2009.07.005
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Layerwise finite element models are developed based on a mixed least-squares formulation for both static and free vibration analysis of multilayered composite plates. The models assume a layerwise variable description of displacements, transverse stresses and in-plane strains, taken as independent variables. Altogether, the benefits of this finite element formulation are twofold. First, the layerwise mixed formulation enables the fulfilment of the so-called 0 requirements, completely and a priori. Specifically, the interlaminar continuity of displacements and transverse stresses, due to compatibility and equilibrium conditions, are both in the form of C continuous functions in the thickness z-direction. Second, the least-squares formulation leads to a variational unconstrained minimization problem, where the finite element approximating spaces can be chosen independently. Therefore, contrary to mixed weak form models, the mixed least-squares models are able to by-pass stability conditions, also known as inf-sup conditions. Ultimately, the model for static analysis yields a symmetric positive definite system of linear equations, whereas the model for free vibration analysis yields a symmetric quadratic eigenvalue problem. The numerical examples show that the models predictive capabilities are in excellent agreement with three-dimensional exact solutions, from very thick to very thin plates, and are shown to be insensitive to shear locking. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2328 / 2338
页数:11
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