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Author(s):	Eibl, J.
Title:
Abstract:	Ausgehend von einem idealisierten Verbundgesetz werden die Längenänderungen eines gerissenen Stahlbetonstabes im Bereich der Risse und zwischen den Rissen in Abhängigkeit von der Zugkraft des Gesamtquerschnitts formuliert. Aus einer Bedingungsgleichung für die Summe aller Längenänderungen kann dann die Zugkraft und damit der Zustand des Balkens eindeutig bestimmt werden.
Source:	Bautechnik 46 (1969), No. 11
Page/s:	373-379
Language of Publication:	German

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