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Author(s):	Ramm, E.; Weimar, K.
Title:
Abstract:	Es werden Traglasten unversteifter Trägerstegbleche unter Einzellasten mit Hilfe der nichtlinearen Methode der finiten Elemente berechnet. Dabei wird der Einfluß verschiedener Parameter wie zusätzliche Randmomente, Fließspannung, Stegblechhöhe und -dicke, Gurtdicke und Imperfektionsamplitude untersucht. Die Traglasten werden mit Versuchsergebnissen und den Lastwerten verglichen, die sich aus gängigen Traglastformeln ergeben.
Source:	Stahlbau 55 (1986), No. 4
Page/s:	113-118
Language of Publication:	German

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