A รฟnite element formulation for reรฟned linear analysis of multilayered shell structures of moderate thickness is presented. An underlying shell model is a direct extension of the รฟrst-order shear-deformation theory of Reissner-Mindlin type. A reรฟned theory with seven unknown kinematic รฟelds is devel
โฆ LIBER โฆ
A nonlinear composite shell element with continuous interlaminar shear stresses
โ Scribed by F. Gruttmann; W. Wagner; L. Meyer; P. Wriggers
- Publisher
- Springer
- Year
- 1993
- Tongue
- English
- Weight
- 847 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0178-7675
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โฆ Synopsis
A numerical model for layered composite structures based on a geometrical nonlinear shell theory is presented. The kinematic is based on a multi-director theory, thus the in-plane displacements of each layer are described by independent director vectors. Using the isoparametric approach a finite element formulation for quadrilaterals is developed. Continuity of the interlaminar shear stresses is obtained within the nonlinear solution process. Several examples are presented to illustrate the performance of the developed numerical model.
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