APPROXIMATION OF THE BUCKLING PROBLEM FOR REISSNER-MINDLIN PLATES

被引:10
|
作者
Lovadina, Carlo [1 ]
Mora, David [2 ]
Rodriguez, Rodolfo [3 ]
机构
[1] Univ Pavia, Dipartimento Matemat, I-27100 Pavia, Italy
[2] Univ Bio Bio, Fac Ciencias, Dept Matemat, Concepcion, Chile
[3] Univ Concepcion, Dept Ingn Matemat, CIMA2, Concepcion, Chile
关键词
buckling; Reissner-Mindlin plates; finite elements; noncompact spectral problems; FINITE-ELEMENT METHODS; SPECTRAL APPROXIMATION;
D O I
10.1137/090747336
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
This paper deals with the approximation of the buckling coefficients and modes of a clamped plate modeled by the Reissner-Mindlin equations. These coefficients are the reciprocals of the eigenvalues of a noncompact operator. We give a spectral characterization of this operator and show that the relevant buckling coefficients correspond to isolated nondefective eigenvalues. Then we consider the numerical computation of these coefficients and their corresponding modes. For the finite element approximation of Reissner-Mindlin equations, it is well known that some kind of reduced integration or mixed interpolation has to be used to avoid locking. In particular we consider Duran-Liberman elements, which have been already proved to belocking-free for load and vibration problems. We adapt the classical approximation theory for noncompact operators to obtain optimal order error estimates for the eigenfunctions and a double order for the eigenvalues. These estimates are valid with constants independent of the plate thickness. We report some numerical experiments confirming the theoretical results. Finally, we re. ne the analysis in the case of a uniformly compressed plate.
引用
收藏
页码:603 / 632
页数:30
相关论文
共 50 条