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Abstract:	Es werden theoretische Überlegungen und experimentelle Untersuchungen zu der Frage angestellt, wie bei Spannbetontragwerken das Ankündigungsverhalten vor einem plötzlichen Kollaps verbessert werden kann. Dies kann zu einem durch eine Mindestanzahl von Spanngliedern und zum anderen durch eine Mindestbewehrung mit Schlaffstahl erreicht werden. Es muss hierbei das Prinzip gelten "Riß vor Kollaps".
Source:	Beton- und Stahlbetonbau 89 (1994), No. 2
Page/s:	45-49, 76-79
Language of Publication:	German

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