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Author(s):	Lindner, J.; Aschinger, R.
Title:
Abstract:	Bei Trapezstegträgern sind die Stegbleche trapezförmig profiliert. Daher ist der Wölbwiderstand anders als bei ebenen Stegblechen zu ermitteln. Es wird über Versuche zur Bestimmung des Wölbwiderstandes berichtet. Darauf aufbauend lieferten dann Berechnungen nach der Methode der Finiten Elemente die Grundlage zur Entwicklung eines einfachen Rechenmodells. Ergänzende Großversuche zum Biegedrillknicken ("Kippen") solcher Träger brachten die Bestätigung für die Brauchbarkeit der Ergebnisse.
Source:	Stahlbau 59 (1990), No. 4
Page/s:	113-120
Language of Publication:	German

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