In this paper a locking-free method, using mixed finite elements, is introduced to approximate the solution of Naghdi shell problems with small parameter t, the thickness of the shell. The approach of Arnold and Brezzi (1997) is employed with some important changes. Instead of proving the discrete I
Hierarchic finite elements for thin Naghdi shell model
โ Scribed by C. Chinosi; L. Della Croce; T. Scapolla
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 942 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
โฆ Synopsis
Two approaches have traditionally been used when general shell structures have been analysed. The first approach has been devised by Kirchhoff and Love and later the model has been improved by Koiter. A second class of models is based on the notion of surface introduced by Cosserat. Naghdi has developed this model, where the Reissner-Mindlin-type assumptions are taken into account. In this paper we consider the shell model arising from the Naghdi formulation. It is known that finite element schemes for this model suffer from both shear and membrane locking. Several solutions to avoid the numerical locking have been proposed. Here a displacement finite element scheme is developed using C O finite elements of hierarchic type with degrees ranging from one to four. Two severe test problems are solved. The results show that good performances are achieved by using high-order finite elements to solve the shell problem in its displacement formulation. The numerical results indicate that high-order elements perform very well in both test problems and match all the available benchmark results.
๐ SIMILAR VOLUMES
A รฟnite element description of uid ow through a deforming porous solid, with a hierarchical structure of pores, has been developed and implemented in the รฟnite element software package DIANA. 1 Several standard element types can be used for 2-D, axisymmetric and 3-D รฟnite deformation analysis. The h
Software tools for the solution of partial dierential equations using parallel adaptive ยฎnite element methods have been developed. We describe the design and implementation of the parallel mesh structures within an adaptive framework. The most fundamental concept is that of a hierarchical partition