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Abstract:	Im Stützenbereich von gevouteten Hohlkastenbrücken müssen die Druckkräfte am unteren Querschnittsrand umgelenkt werden. Diese Umlenkkräfte erzeugen Querbiegemomente in der unteren Platte. Es wird ein Rechenverfahren vorgestellt, das mit Hilfe eines idealisierten Tragmodells (als Ersatzzylinder) es erlaubt, die Querbiegemomente realistisch zu ermitteln. Das Verfahren wird mit Hilfe eines modellstatischen Versuchs verifiziert.
Source:	Bautechnik 48 (1971), No. 4
Page/s:	113-118
Language of Publication:	German

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