A least-squares approach is presented for implementing uniform strain triangular and tetrahedral รฟnite elements. The basis for the method is a weighted least-squares formulation in which a linear displacement รฟeld is รฟt to an element's nodal displacements. By including a greater number of nodes on t
A transition element for uniform strain hexahedral and tetrahedral finite elements
โ Scribed by C. R. Dohrmann; S. W. Key
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 134 KB
- Volume
- 44
- Category
- Article
- ISSN
- 0029-5981
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โฆ Synopsis
A transition element is presented for meshes containing uniform strain hexahedral and tetrahedral รฟnite elements. It is shown that the volume of the standard uniform strain hexahedron is identical to that of a polyhedron with 14 vertices and 24 triangular faces. Based on this equivalence, a transition element is developed as a simple modiรฟcation of the uniform strain hexahedron. The transition element makes use of a general method for hourglass control and satisรฟes รฟrst-order patch tests. Example problems in linear elasticity are included to demonstrate the application of the element.
๐ SIMILAR VOLUMES
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