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dc.contributor.authorCaner, Ferhun Cem
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Ciència i Enginyeria de Materials
dc.date.accessioned2021-05-27T11:56:59Z
dc.date.available2023-02-01T01:29:24Z
dc.date.issued2021-02-01
dc.identifier.citationCaner, F. A comparison of the state of the art models for constitutive modelling of concrete. "Computers and Structures", 1 Febrer 2021, vol. 244, p. 106426:1-106426:15.
dc.identifier.issn00457949
dc.identifier.urihttp://hdl.handle.net/2117/346222
dc.description.abstractConcrete is undoubtedly the most important and widely used construction material of the last centuries. Nevertheless, mathematical models that can accurately capture the particular material behaviour under all loading conditions of significance are scarce at best. Although concepts and suitable models have existed for quite a while, their practical significance is low due to the limited attention to calibration and validation requirements and the scarcity of robust, transparent and comprehensive methods to perform such tasks. Therefore, the manuscript attempts to promote the use of advanced concrete constitutive models by thoroughly reviewing their differences regarding calibration and validation on a selected consistent experimental data set. More specifically, only two generally available standard experimental tests, i.e. a three-point bending test and a compression cube test, are employed. The quality of fits is objectively quantified using three independent measures based on the mean experimental curves.
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria dels materials
dc.subject.lcshConcrete
dc.subject.lcshFracture mechanics
dc.subject.otherConcrete
dc.subject.otherFracture mechanics
dc.subject.otherFailure
dc.subject.otherMaterial models
dc.subject.otherExperiments
dc.subject.otherCalibration
dc.subject.otherValidation
dc.titleA comparison of the state of the art models for constitutive modelling of concrete
dc.typeArticle
dc.subject.lemacFormigó
dc.subject.lemacMecànica de fractura
dc.contributor.groupUniversitat Politècnica de Catalunya. DRM - Dosimetria i Radiofísica Mèdica
dc.identifier.doi10.1016/j.compstruc.2020.106426
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S0045794920302297
dc.rights.accessOpen Access
local.identifier.drac30459755
dc.description.versionPostprint (author's final draft)
local.citation.authorCaner, F.
local.citation.publicationNameComputers and Structures
local.citation.volume244
local.citation.startingPage106426:1
local.citation.endingPage106426:15


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