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Interaction behaviour of steel I-girders. Part I: longitudinally unstiffened girders

Autor
Koevesdi, B.; Alcaine, J.; Dunai, L.; Mirambell, E.; Braun, B.; Kuhlmann, U.
Tipus d'activitat
Article en revista
Revista
Journal of constructional steel research
Data de publicació
2014-12
Volum
103
Pàgina inicial
327
Pàgina final
343
DOI
https://doi.org/10.1016/j.jcsr.2014.06.018 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0143974X14001898 Obrir en finestra nova
Resum
If steel structures are subjected to the combination of bending, shear and patch loading, the interacting stability behaviour in the design should be taken into consideration. The combined loading situation can often occur in case of bridge girders during launching, therefore the determination of the load carrying capacity under the combined loading situation is an important aspect of the bridge design. In the current version of EN1993-1-5 [1] there is no standard design method to take the inter...
Paraules clau
Bending, Bridge launching, DESIGN, Interaction, Patch loading, RESISTANCE, SHEAR, Shear, Steel I-girders, WEBS
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants