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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.

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Showing 1 to 4 of 4 (0.017 seconds)

Spelling suggestions: "subject:"abbaumethode"" "subject:"anbaumethode""

1

High order finite elements for material and geometric nonlinear finite strain problems

Heisserer, Ulrich January 2008 (has links)
Zugl.: München, Techn. Univ., Diss., 2008
2

Finite-Elemente-Methoden zur räumlichen Diskretisierung von Mehrfeldproblemen der Strukturmechanik unter Berücksichtigung diskreter Risse

Becker, Christian January 2007 (has links)
Zugl.: Bochum, Univ., Diss., 2007
3

p-FEM quadrature error analysis on tetrahedra

Eibner, Tino, Melenk, Jens Markus 30 November 2007 (has links) (PDF)
In this paper we consider the p-FEM for elliptic boundary value problems on tetrahedral meshes where the entries of the stiffness matrix are evaluated by numerical quadrature. Such a quadrature can be done by mapping the tetrahedron to a hexahedron via the Duffy transformation. We show that for tensor product Gauss-Lobatto-Jacobi quadrature formulas with q+1=p+1 points in each direction and shape functions that are adapted to the quadrature formula, one again has discrete stability for the fully discrete p-FEM. The present error analysis complements the work [Eibner/Melenk 2005] for the p-FEM on triangles/tetrahedra where it is shown that by adapting the shape functions to the quadrature formula, the stiffness matrix can be set up in optimal complexity.
adapted shape functions
discrete stability
ddc:510
Fehleranalyse
Finite-Elemente-Methode
Numerische Integration
Tetraedergitter
p-Methode
4

p-FEM quadrature error analysis on tetrahedra

Eibner, Tino, Melenk, Jens Markus 30 November 2007 (has links)
In this paper we consider the p-FEM for elliptic boundary value problems on tetrahedral meshes where the entries of the stiffness matrix are evaluated by numerical quadrature. Such a quadrature can be done by mapping the tetrahedron to a hexahedron via the Duffy transformation. We show that for tensor product Gauss-Lobatto-Jacobi quadrature formulas with q+1=p+1 points in each direction and shape functions that are adapted to the quadrature formula, one again has discrete stability for the fully discrete p-FEM. The present error analysis complements the work [Eibner/Melenk 2005] for the p-FEM on triangles/tetrahedra where it is shown that by adapting the shape functions to the quadrature formula, the stiffness matrix can be set up in optimal complexity.
info:eu-repo/classification/ddc/510
ddc:510

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