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General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part II: extended numerical study and design proposal

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
985
Pàgina final
996
DOI
https://doi.org/10.1016/j.jcsr.2006.08.010 Obrir en finestra nova
Repositori
https://www.researchgate.net/publication/229251552_General_behaviour_and_effect_of_rigid_and_non-rigid_end_post_in_stainless_steel_plate_girders_loaded_in_shear_Part_II_Extended_numerical_study_and_design_proposal Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0143974X06001842 Obrir en finestra nova
Resum
After the deep analysis and evaluation of the experimental and numerical results obtained during the described experimental campaign [Estrada I, Real E, Mirambell E. General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part I: Experimental study. Journal of Constructional Steel Research 2005 [submitted for publication]], an extended numerical analysis in code ABAQUS [Hibbit, Karlsson and Sorensen Inc., ABAQUS/Standard, Version 6.3. User...
Paraules clau
Eurocode 3, Finite element method, Rigid and non-rigid end post, Rotated Stress Field method, Stainless steel, Ultimate shear capacity, Web and flange contributions
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants