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Experimental study of high strength concrete-filled circular tubular columns under eccentric loading

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Experimental study of high strength concrete-filled circular tubular columns under eccentric loading

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Portoles, J.; Romero, ML.; Bonet Senach, JL.; Filippou, F. (2011). Experimental study of high strength concrete-filled circular tubular columns under eccentric loading. Journal of Constructional Steel Research. 67(4):623-633. doi:10.1016/j.jcsr.2010.11.017

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/59989

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Title: Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
Author:
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
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:
The paper describes 37 tests conducted on slender circular tubular columns filled with normal and high strength concrete subjected to eccentric axial load. The test parameters were the nominal strength of concrete (30, 70 ...[+]
Subjects: Buckling , Composite column , Concrete-filled tubular columns , High strength concrete , Column slenderness , Concrete contribution , Design load , Ductile behavior , Eccentric loading , Eccentricity ratios , Eurocodes , Experimental studies , High strength concretes , Load carrying capacities , Normal strength concretes , Performance indices , Strength indexes , Strength of concrete , Test parameters , Thickness ratio , Tubular columns , Ultimate loads , Concretes , Safety factor , Tankers (ships) , Tubular steel structures
Copyrigths: Reserva de todos los derechos
Source:
Journal of Constructional Steel Research. (issn: 0143-974X )
DOI: 10.1016/j.jcsr.2010.11.017
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.jcsr.2010.11.017
Thanks:
The authors wish to express their sincere gratitude to the Spanish Ministry of Education for help provided through project BIA2005_255 and BIA 2009_09411, to the European Community for FEDER funds, and to the Fundacio Caixa ...[+]
Type: Artículo

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