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Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns

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Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns

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Romero, ML.; Ibáñez Usach, C.; Espinós Capilla, A.; Portolés, JM.; Hospitaler Pérez, A. (2017). Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns. Structures. 9:13-20. doi:10.1016/j.istruc.2016.07.001

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/102338

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Title: Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns
Author: Romero, Manuel L. Ibáñez Usach, Carmen Espinós Capilla, Ana Portolés, José M. Hospitaler Pérez, Antonio
UPV Unit: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
[EN] This paper presents the results of an experimental program where the load-bearing capacity at room temperature of 14 slender circular concrete-filled dual steel tubular (CFDST) columns under axial load was analysed. ...[+]
Subjects: Concrete-filled steel tubular column , Concrete contribution ratio , Double-tube , Ultra-high strength concrete , Eurocode 4
Copyrigths: Reserva de todos los derechos
Source:
Structures. (eissn: 2352-0124 )
DOI: 10.1016/j.istruc.2016.07.001
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.istruc.2016.07.001
Project ID:
MINECO/BIA2012-33144
Thanks:
The authors would like to express their sincere gratitude to the Spanish Ministry of Economy and Competitiveness through the project BIA2012-33144 and to the European Community for the FEDER funds.
Type: Artículo

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