Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/83057
Citations
Scopus Web of Science® Altmetric
?
?
Full metadata record
DC FieldValueLanguage
dc.contributor.authorVincent, T.-
dc.contributor.authorOzbakkaloglu, T.-
dc.contributor.editorHuang, Y.-
dc.contributor.editorBao, T.-
dc.contributor.editorWang, H.-
dc.date.issued2013-
dc.identifier.citationAdvanced Materials Research, 2013 / Huang, Y., Bao, T., Wang, H. (ed./s), vol.671-674, pp.626-631-
dc.identifier.isbn9783037856611-
dc.identifier.issn1022-6680-
dc.identifier.issn1662-8985-
dc.identifier.urihttp://hdl.handle.net/2440/83057-
dc.description.abstractConcrete-filled FRP tubes (CFFTs) have received significant research attention over the last two decades. However, the experimental studies on the behavior of CFFTs filled with high- and ultra high-strength concretes (HSC and UHSC) remain very limited. This paper presents the results of an experimental study on the compressive behavior of circular HSC- and UHSC-filled fiber reinforced polymer (FRP) tubes (HSCFFTs and UHSCFFTs). A total of 24 aramid fiber made CFFTs were tested under uniaxial compression to investigate the influences of concrete strength, amount of confinement and manufacturing method of FRP tubes. The influence of tube manufacturing method was investigated with specimens manufactured with either automated filament winding or manual wet lay-up techniques. In this paper the experimentally recorded stress-strain relationships are presented graphically and key experimental outcomes discussed. The results indicate that the manufacturing method of the FRP tubes significantly influence the compressive behavior of CFFTs.-
dc.description.statementofresponsibilityThomas Vincent and Togay Ozbakkaloglu-
dc.language.isoen-
dc.publisherTrans Tech Publications Ltd.-
dc.relation.ispartofseriesAdvanced Materials Research-
dc.rights© (2013) Trans Tech Publications-
dc.source.urihttp://dx.doi.org/10.4028/www.scientific.net/amr.671-674.626-
dc.subjectConcrete-
dc.subjectConcrete Strength-
dc.subjectConcrete-Filled FRP Tube-
dc.subjectConfinement-
dc.subjectFibre Reinforced Polymer (FRP)-
dc.subjectHigh-Strength Concrete (HSC)-
dc.subjectUltra High-Strength Concrete.-
dc.titleAxial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP Tubes-
dc.typeConference paper-
dc.contributor.conferenceInternational Conference on Structures and Building Materials (ICSBM) (9 Mar 2013 - 10 Mar 2013 : Guizhou, China)-
dc.identifier.doi10.4028/www.scientific.net/AMR.671-674.626-
dc.publisher.placeSwitzerland-
pubs.publication-statusPublished-
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]-
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.