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Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening

Autor
Estrada, I.; Real, E.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Journal of constructional steel research
Data de publicació
2008-11
Volum
64
Número
12
Pàgina inicial
1239
Pàgina final
1254
DOI
https://doi.org/10.1016/j.jcsr.2008.07.013 Obrir en finestra nova
Repositori
https://www.researchgate.net/publication/245097349_Shear_resistance_in_stainless_steel_plate_girders_with_transverse_and_longitudinal_stiffening Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0143974X08001752 Obrir en finestra nova
Resum
This paper summarizes and presents main results of the investigation conducted in the Department of Construction Engineering of the UPC dealing with shear behaviour of stainless steel plate girders. Initial shear buckling stress together with ultimate shear capacity of these structural elements have been evaluated with special attention paid to the effect of including stiffeners, both transverse and longitudinal. The studies conducted, both numerical and experimental tests, have permitted the de...
Paraules clau
Eurocode 3 Part 1-4, Experimental tests, Material non-linearity, Numerical analysis: FEM, Rotated Stress Field method, Shear buckling, Stainless steel, Ultimate shear capacity
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

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