Analyzing axisymmetric solids under torsional loading the 3d(imensional) problem can always be reduced by one dimension, since the displacement ÿeld and the rotation ÿeld are independent of the cylindrical (angle) co-ordinate , respectively. For this purpose a four-node ring-element for ÿnite deform
An assumed enhanced displacement gradient ring-element for finite deformation axisymmetric and torsional problems
✍ Scribed by C. C. Celigoj
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 177 KB
- Volume
- 43
- Category
- Article
- ISSN
- 0029-5981
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✦ Synopsis
When analyzing axisymmetric solids under torsion the possible reduction of the problem by one dimension, say the independence of the displacement-and rotation-ÿeld of the cylindrical (angle) co-ordinate , should always be exploited. Whereas in the geometrically linear range the purely torsional problem, described by the rotational angle only, is always decoupled from the purely axisymmetric problem, 1 described by the radial and axial displacements u and v only, this is not the case in ÿnite deformation torsional problems. Thus, the ÿnite deformation axisymmetric ÿnite element with ÿve enhanced gradient parameters 2 can easily be extended to a ÿnite deformation axisymmetric and torsional ÿnite element with seven enhanced gradient parameters. Numerical results of two classical benchmarks, the in-plane torsion test 3 and the necking of a circular bar, 5; 4; 2 are presented.
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