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dc.contributor.authorMonte, Renata
dc.contributor.authorFuente Antequera, Albert de la
dc.contributor.authorDomingues de Figueiredo, Antonio
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2014-11-13T13:57:41Z
dc.date.created2014
dc.date.issued2014
dc.identifier.citationMonte, R. [et al.]. Numerical simulation of steel fibre reinforced concrete pipes using constitutive equations based on the Barcelona test. A: Joint ACI-fib International Workshop. "FRC 2014 Joint ACI-fib International Workshop: Fibre Reinforced Concrete: from Design to Structural Applications". Montreal: American Concrete Institute (ACI), 2014, p. 465-479.
dc.identifier.urihttp://hdl.handle.net/2117/24719
dc.description.abstractThe use of fibres as main reinforcement for concrete pipes is recognized as an attractive alternative to the steel bars especially for smaller diameters. Nevertheless, the use of fibre reinforcement has not been consolidated yet. The lack of more reliable procedures for systematic quality control of the steel fibre reinforced concrete pipes is one of the reasons for that condition. In addition, there is no reliable technical data to support durability evaluation. A numerical simulation of the pipe crushing test can be used aiming to reduce this lack of knowledge. This work present a new solution based on numerical simulation of steel fibre reinforced concrete pipes using constitutive equation derived from Barcelona tests. An experimental campaign was carried out to confirm the suitability of both the model and the constitutive equation to simulate the pipe response subjected to crushing test. The numerical models also present good reliability to predict the cracking level of the components. This is an important tool to support evaluations of the ultimate limit state and serviceability limit state of FRC precast elements. This is of particular relevance when the new conceptions of the fib Model Code are taking into account.
dc.format.extent15 p.
dc.language.isoeng
dc.publisherAmerican Concrete Institute (ACI)
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshPipe, Concrete--Testing
dc.subject.otherConcrete pipes
dc.subject.otherFibres
dc.subject.otherDesign
dc.subject.otherNumerical simulation
dc.subject.otherCracking level
dc.subject.otherBarcelona test
dc.titleNumerical simulation of steel fibre reinforced concrete pipes using constitutive equations based on the Barcelona test
dc.typeConference report
dc.subject.lemacCanonades de formigó
dc.contributor.groupUniversitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.rights.accessRestricted access - publisher's policy
drac.iddocument15045500
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorMonte, R.; de la Fuente, A.; de Figueiredo, A.D.; Aguado, A.
upcommons.citation.contributorJoint ACI-fib International Workshop
upcommons.citation.pubplaceMontreal
upcommons.citation.publishedtrue
upcommons.citation.publicationNameFRC 2014 Joint ACI-fib International Workshop: Fibre Reinforced Concrete: from Design to Structural Applications
upcommons.citation.startingPage465
upcommons.citation.endingPage479


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