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Abstract:	Im Rahmen des EGKS-Forschungsvorhabens "Hochfester Stahl und hochfester Beton in Verbundkonstruktionen" wurden am Institut für Massivbau der RWTH Aachen drei Einfeld-Verbundträger unter negativer Momentenbeanspruchung geprüft. In dem vorliegenden Artikel werden diese Versuche und ihre Ergebnisse zunächst beschrieben, dann wird eine neue Formulierung für den erforderlichen Mindestbewehrungsgrad beim Einsatz hochfester Materialien vorgeschlagen.
Source:	Stahlbau 70 (2001), No. 7
Page/s:	447-452
Language of Publication:	German

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