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Abstract:	Geschweißte Stahlträger mit schlanken, wabenförmig strukturierten Stegen wurden auf ihre Schubtragfähigkeit getestet. Mit Versuchen und numerischen Berechnungen mit der FEM-Software Abaqus konnte der Einfluss verschiedener Parameter wie Wabenhöhe, Wabenausrichtung, Schlüsselweite und Fügevariante auf das Beulverhalten dieser Träger analysiert werden. Girders with slender honeycombed structured webs - Experiment and simulation. Welded steel girders with slender, honeycombed structured webs under shear load were tested. To analyse the buckling behaviour of these girders, various parameters such as honeycomb height, orientation, key width and joining variant have been investigated by experiments and numerical calculations with the FEM software Abaqus.
Source:	Stahlbau 85 (2016), No. 11
Page/s:	724-732
Language of Publication:	German

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