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Design proposal for ultimate shear strength of tapered steel plate girders

Autor
Bedynek, A.; Real, E.; Mirambell, E.
Tipus d'activitat
Article en revista
Revista
Informes de la construcción
Data de publicació
2017-01
Volum
69
Número
545
Pàgina inicial
1
Pàgina final
12
DOI
https://doi.org/10.3989/ic.15.065 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/104505 Obrir en finestra nova
URL
http://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/5820 Obrir en finestra nova
Resum
Numerous experimental and numerical studies on prismatic plate girders subjected to shear can be found in the literature. However, the real structures are frequently designed as non-uniform structural elements. The main objective of the research is the development of a new proposal for the calculation of the ultimate shear resistance of tapered steel plate girders taking into account the specific behaviour of such members. A new mechanical model is presented in the paper and it is used to show t...
Citació
Bedynek, A., Real, E., Mirambell, E. Design proposal for ultimate shear strength of tapered steel plate girders. "Informes de la construcción", Gener 2017, vol. 69, núm. 545, p. 1-12.
Paraules clau
EN 1993-1-5 rules, Resal effect, design proposal, mechanical model, tapered steel plate girders, ultimate shear resistance
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants

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