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Author(s):	Hofbauer, E.
Title:
Abstract:	Bei vorgespannten Tragwerken ist nicht immer möglich und sinnvoll, die einzelnen Spannglieder zu einem Strang zusammenzufassen. Es werden dimensionslose Beiwerte für die Vorspannung mit nachträglichem Verbund eingeführt. Die Lösung liefert die Spannungsverluste in den Spannstahleinlagen. Ein Zahlenbeispiel ist beigefügt.
Source:	Bautechnik 61 (1984), No. 5
Page/s:	163-164
Language of Publication:	German

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