Carrying behaviour and carrying capacity of lying studs with longitudinal shear

Innovative composite cross-sections lead to an unusual positioning of the headed studs horizontally within the thin concrete slab. The behaviour of this lying studs due to longitudinal shear force has been studied. The results of experimental and numerical investigations show that the failure charac...

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Veröffentlicht in:Der Stahlbau 2001-11, Vol.70 (11), p.835
Hauptverfasser: Breuninger, U, Kuhlmann, U
Format: Artikel
Sprache:ger
Online-Zugang:Volltext
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