Section 8

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On Dimensional Adaptivity For Mixed Beam-Shell-Structures

  1. Michael Wenzel*

Article first published online: 1 DEC 2004

DOI: 10.1002/pamm.200410172

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PAMM

PAMM

Volume 4, Issue 1, pages 382–383, December 2004

Additional Information

How to Cite

Wenzel, M. (2004), On Dimensional Adaptivity For Mixed Beam-Shell-Structures. Proc. Appl. Math. Mech., 4: 382–383. doi: 10.1002/pamm.200410172

Author Information

  1. Universität Karlsruhe, Institut für Baustatik, Kaiserstraße 12, 76131 Karlsruhe

*Phone: +49 721 608 6892, Fax: +49 721 608 6015

Publication History

  1. Issue published online: 1 DEC 2004
  2. Article first published online: 1 DEC 2004

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Literatur

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    Gruttmann and Sauer and Wagner, A geometrical nonlinear eccentric 3D-beam with arbitrary cross-section (Comp. Methods Appl. Mech. Engrg., 1998)
  • [2]
    Kugler, PHD-Thesis, FE-Modellierung von Starrkörper- und Übergangsbedingungen (Inst. f. Baustatik, Univ. Karlsruhe, 1999)
  • [3]
    Luenberger, Linear and Nonlinerar Programming (Addison-Wesley, Reading, 1989)
  • [4]
    Sauer, PHD-Thesis, Eine einheitliche FE-Formulierung für Stab und Schalentragwerke mit endlichen Rotationen (Inst. f. Baustatik, Univ. Karlsruhe, 1998)
  • [5]
    Timoshenko and Gere, Theory of Elastic Stability (Engeneering Societys Monographs, McGraw-Hill Book Company, London, 1961)
  • [6]
    Wenzel, Consistent Transition of Beam-Shell Structures within the FE Method (PAMM - Proc. Appl. Math. Mech. 3, 320-321, 2003)
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