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Author(s):	Mehlhorn, G.; Seibel, P.
Title:	Steifigkeit des axial beanspruchten, gerissenen Stahlbetons.
Abstract:	Bei nichtlinearen FEM-Berechnungen kann der versteifende Anteil der Mitwirkung des Betons zwischen den Rissen unmittelbar durch die Berücksichtigung des Verbundverhaltens oder mittelbar durch eine Modifikation des Spannungs-Dehnungs-Verlaufs für die Bewehrung oder den Beton im Zugbereich erfaßt werden.
Source:	Beton- und Stahlbetonbau 92 (1997), No. 4
Page/s:	113-115
Language of Publication:	German

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