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Safety factors for CFRP strengthening in bending of reinforced concrete bridges

Autor
Trentin, C.; Casas, J.
Tipus d'activitat
Article en revista
Revista
Composite structures
Data de publicació
2015-09
Volum
128
Pàgina inicial
188
Pàgina final
198
DOI
https://doi.org/10.1016/j.compstruct.2015.03.048 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/27228 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0263822315002214 Obrir en finestra nova
Resum
Concerning the strengthening in bending of reinforced concrete bridge decks, the use of fiber reinforced polymers (FRP) has increased due to its easy application and excellent mechanical and chemical properties. However, due to the lack of codes and standards and the lack of experience in the long term behavior, uncertainties exist in the calculation bases along the dimensioning of this reinforcement and more precisely in the partial coefficients of safety to be adopted for the material properti...
Citació
Trentin, C.; Casas, J. Safety factors for CFRP strengthening in bending of reinforced concrete bridges. "Composite structures", Setembre 2015, vol. 128, p. 188-198.
Paraules clau
Bending, Bridge deck, Carbon fiber composites, Model error, Safety factor, Strengthening
Grup de recerca
EC - Enginyeria de la Construcció

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