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Behaviour of Horizontally Lying Studs with Longitudinal Shear Force
Innovative forms of composite cross sections lead to an unusual positioning of the headed studs horizontally in the thin concrete slab. By experimental and numerical methods the behaviour of lying studs with longitudinal shear force has been investigated. The results of about 50 push-out tests and numerous calculations show that the failure characterised by splitting of the thin slab is influenced by different parameters compared to vertically positioned studs. Based on the investigations design rules for lying studs, including a formula for the design resistance, are presented.
Behaviour of Horizontally Lying Studs with Longitudinal Shear Force
Innovative forms of composite cross sections lead to an unusual positioning of the headed studs horizontally in the thin concrete slab. By experimental and numerical methods the behaviour of lying studs with longitudinal shear force has been investigated. The results of about 50 push-out tests and numerous calculations show that the failure characterised by splitting of the thin slab is influenced by different parameters compared to vertically positioned studs. Based on the investigations design rules for lying studs, including a formula for the design resistance, are presented.
Behaviour of Horizontally Lying Studs with Longitudinal Shear Force
Kuhlmann, Ulrike (author) / Breuninger, Ulrich (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
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