A method for the dynamic finite element analysis of a non-axisymmetric soil model with an axisymmetric boundary is presented. In the non-axisymmetric soil domain an arbitrary discretization with three-dimensional isoparametric solid elements is used. At the boundary a transmitting element is arrange
A three-dimensional finite element model of the cervical spine
✍ Scribed by François Lavaste; Nathalie Maurel; Wafa Skalli; Michel Noat
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 107 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0021-9290
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