Design of FRC tunnel segments considering the ductility requirements of the Model Code 2010

Fibre reinforced concrete (FRC) is used to improve the mechanical response of precast segments for tunnels. The structural use of the material has been regulated by national codes and, recently, by the Model Code 2010 (MC 2010, hereinafter). In this regard, it is necessary to update the philosophy a...

Descripción completa

Detalles Bibliográficos
Autores: Liao, Lin, Fuente Antequera, Albert de la|||0000-0002-8016-1677, Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898, Aguado de Cea, Antonio|||0000-0001-5542-6365
Tipo de recurso: artículo
Fecha de publicación:2015
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/26739
Acceso en línea:https://hdl.handle.net/2117/26739
https://dx.doi.org/10.1016/j.tust.2015.01.006
Access Level:acceso abierto
Palabra clave:Fiber-reinforced concrete--Testing
Tunnels--Design and construction
Barcelona metro line
Cracking bending moment
Design
Ductility
FRC
Precast segments
Formigó armat -- Normes
Túnels -- Construcció -- Catalunya -- Barcelona
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Descripción
Sumario:Fibre reinforced concrete (FRC) is used to improve the mechanical response of precast segments for tunnels. The structural use of the material has been regulated by national codes and, recently, by the Model Code 2010 (MC 2010, hereinafter). In this regard, it is necessary to update the philosophy applied to the design of tunnel segments in compliance with the most recent guidelines, evaluating their applicability and repercussion. The objective of this paper is to present a critical analysis of the design of FRC segments according to the ductility requirements from the MC 2010; an alternative approach is proposed that is compatible with the condition found in some tunnels. The repercussions of both approaches are evaluated for the Metro Line 9 from Barcelona using results obtained in an experimental program with fullscale segments. The study suggests that the alternative approach may be applied under certain conditions, leading to a reduction in the fibre consumption.