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Author(s):	Bockhold, J.; Stangenberg, F.
Title:	Modellierung des nichtlinearen Kriechens von Beton
Abstract:	Die genaue Analyse des Tragverhaltens von Beton unter hohen Dauerlasten verlangt neben einem Modell für die Beschreibung des Materialverhaltens unter momentaner Belastung eine exakte Vorhersage der zeitabhängigen Kriechverformungen und deren Einfluß auf den Schädigungszustand des Tragwerks. Der Beitrag stellt die Grundzüge eines Materialmodells zur Berechnung des gekoppelten Kriechschädigungsverhaltens von Beton bei verhindertem Feuchteaustausch vor.
Source:	Beton- und Stahlbetonbau 99 (2004), No. 3
Page/s:	209-216
Language of Publication:	German

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