Universitat Politècnica de Catalunya
Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
Universitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
2014
The objective of this work is to carry out the procedure described in Eurocode 4 to evaluate the longitudinal shear transfer capability of conventional steel sheeting open-rib profile with embossments, usually rolled in conventional galvanized steel, being rolled now in ferritic stainless steel 1.4003 alloy. Finally, the results of both composite floor slabs are compared. Two methodologies have been used to evaluate the longitudinal shear resistance in composite slabs, the m-k method and the partial connection method. The developed tasks are the following: -Construction and test of 6 slabs using ferritic stainless steel sheeting: 3 short and 3 long span lengths. -Construction and test of 2 slabs using galvanized steel sheeting: 1 short and 1 long span lengths. -Tensile tests of both stainless steel and galvanized sheeting as well as compression tests on concrete. -Determination of the m-k parameters and ultimate shear stress for stainless steel slabs. -Comparison of results between stainless steel and galvanized steel sheeting
Postprint (published version)
Conference report
English
Àrees temàtiques de la UPC::Edificació::Materials de construcció::Materials metàl·lics de construcció; Slabs; Building, Iron and steel; Composite slab; cold-formed sheeting; stainless steel; longitudinal slip; shear transfer; Lloses; Construccions metàl·liques
Restricted access - publisher's policy
E-prints [73003]
