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General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part I: experimental study

Autor
Estrada, I.; Real, E.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Journal of constructional steel research
Data de publicació
2007-07
Volum
63
Número
7
Pàgina inicial
970
Pàgina final
984
DOI
https://doi.org/10.1016/j.jcsr.2006.08.009 Obrir en finestra nova
Repositori
https://www.researchgate.net/publication/239351198_General_behaviour_and_effect_of_rigid_and_non-rigid_end_post_in_stainless_steel_plate_girders_loaded_in_shear_Part_I_Experimental_study Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0143974X06001830 Obrir en finestra nova
Resum
To better understand the response of stainless steel plate girders loaded in shear, an experimental campaign was carried out at UPC as a part of extensive research on shear behaviour of stainless steel girders. A total of 8 stainless steel plate girders were tested. The primary design variables were, apart from the aspect ratio and slenderness of the web panel, the rigid or non-rigid condition of the end post. In parallel, a numerical model was developed in code ABAQUS [Hibbit, Karlsson and Sor...
Paraules clau
Eurocode 3, Experimental tests, Rotated Stress Field method, Shear buckling, Stainless steel, Ultimate shear capacity
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants