## Abstract A two noded, straight element which includes shear deformation effects is presented and shown to be extremely efficient in the analysis of axisymmetric shells. A single point of numerical integration is essential for its success when applied to thin shells where the results compare favo
A simple and efficient finite element for general shell analysis
โ Scribed by Worsak Kanok-nukulchai
- Publisher
- John Wiley and Sons
- Year
- 1979
- Tongue
- English
- Weight
- 905 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0029-5981
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โฆ Synopsis
A simple, efficient and versatile finite element is introduced for shell applications. The element is developed based on a degeneration concept, in which the displacements and rotations of the shell mid-surface are independent variables. Bilinear functions are employed in conjunction with a reduced integration for the transverse shear energy. Several examples are tested to demonstrate the effectiveness and versatility of the element. The numerical results indicate that the shell element performs accurately for both thick and thin shell situations.
๐ SIMILAR VOLUMES
The shear locking problem for the bilinear degenerated thick shell elements, when used in the context of thin shell structures, can be overcome by a generalized displacement method presented in this paper. The transverse shear energy in the degenerated thick shell elements is totally suppressed by i
A simple and ecient three-noded mixed harmonic axisymmetric element for shells of revolution under nonsymmetric loading is developed. The present element considering shear strain is based on a modiยฎed mixed variational principle in which the independent unknowns are only the quantities prescribable