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Influence of ultra-high strength infill in slender concrete-filled steel tubular columns

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Influence of ultra-high strength infill in slender concrete-filled steel tubular columns

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Portoles Flaj, JM.; Serra Mercé, E.; Romero, ML. (2013). Influence of ultra-high strength infill in slender concrete-filled steel tubular columns. Journal of Constructional Steel Research. 86:107-114. doi:10.1016/j.jcsr.2013.03.016

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Title: Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
Author: Portoles Flaj, José Manuel Serra Mercé, Enrique Romero, Manuel L.
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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
Issued date:
Abstract:
This paper describes 24 tests conducted on slender circular tubular columns filled with normal, high, and ultra-high strength concrete for plain, bar reinforced and steel fiber reinforced columns. These were reinforced and ...[+]
Subjects: Composite column , Concrete-filled tubular columns , Ultra-high strength concrete , Buckling
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X )
DOI: 10.1016/j.jcsr.2013.03.016
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.jcsr.2013.03.016
Project ID:
Spanish Ministry of Science and Innovation BIA 2009_09411
European Community
Thanks:
The authors wish to express their sincere gratitude to the Spanish Ministry of Science and Innovation for help provided through project BIA 2009_09411, Plan E, and to the European Community for FEDER funds,
Type: Artículo

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