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Tragfähigkeit von Platten und Schalen aus bewehrtem Beton mit geometrischen und physikalischen nichtlinearen Effekten

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Zusammenfassung

Im letzten Kapitel wurde die numerische Voraussage der Tragfähigkeit von Schalenstrukturen betrachtet, wobei die Materialnichtlinearität in dem klassisch elasto-plastischen Verhalten bestand. In diesem Kapitel werden die Techniken und das Computerprogramm wie zuvor beschrieben auf den speziellen Fall des bewehrten Beton erweitert. Es werden Effekte der geometrischen Nichtlinearität berücksichtigt.

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Authors
  1. D. R. J. Owen
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  2. J. A. Figueiras
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Editor information

Editors and Affiliations

  1. Dept. of Civil Engineering, University College of Swansea, UK

    E. Hinton  & D. R. J. Owen  & 

  2. Bunsenstraße 7, 6806, Viemheim, Deutschland

    Gerhard Krause

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Owen, D.R.J., Figueiras, J.A. (1990). Tragfähigkeit von Platten und Schalen aus bewehrtem Beton mit geometrischen und physikalischen nichtlinearen Effekten. In: Hinton, E., Owen, D.R.J., Krause, G. (eds) Finite Elemente Programme für Platten und Schalen. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-50182-1_5

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  • DOI: https://doi.org/10.1007/978-3-642-50182-1_5

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-51546-3

  • Online ISBN: 978-3-642-50182-1

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