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A local constitutive model for the discrete element method: application to geomaterials and concrete

dc.contributor.authorOñate Ibáñez de Navarra, Eugenio
dc.contributor.authorZárate Araiza, José Francisco
dc.contributor.authorMiquel Canet, Juan
dc.contributor.authorSantasusana Isach, Miquel
dc.contributor.authorCeligueta Jordana, Miguel Ángel
dc.contributor.authorArrufat Garcia, Ferran
dc.contributor.authorGandikota, Varadaraju
dc.contributor.authorValiullin, Khaydar
dc.contributor.authorRing, Lev
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2015-07-14T16:30:50Z
dc.date.available2016-06-30T00:30:44Z
dc.date.created2015-06
dc.date.issued2015-06
dc.identifier.citationOñate, E. [et al.]. A local constitutive model for the discrete element method: application to geomaterials and concrete. "Computational particle mechanics", Juny 2015, vol. 2, núm. 2, p. 139-160.
dc.identifier.issn2196-4378
dc.identifier.urihttp://hdl.handle.net/2117/28574
dc.description.abstractThis paper presents a local constitutive model for modelling the linear and non linear behavior of soft and hard cohesive materials with the discrete element method (DEM). We present the results obtained in the analysis with the DEM of cylindrical samples of cement, concrete and shale rock materials under a uniaxial compressive strength test, different triaxial tests, a uniaxial strain compaction test and a Brazilian tensile strength test. DEM results compare well with the experimental values in all cases.
dc.format.extent22 p.
dc.language.isoeng
dc.publisherSpringer
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshShear strength of soils--Mathematical models
dc.subject.lcshConcrete--Mechanical properties--Mathematical models
dc.subject.otherLocal constitutive model
dc.subject.otherDiscrete element method
dc.subject.otherGeomaterials
dc.subject.otherConcrete
dc.subject.otherCOMPDESMAT Project
dc.subject.otherCOMP-DES-MAT Project
dc.titleA local constitutive model for the discrete element method: application to geomaterials and concrete
dc.typeArticle
dc.subject.lemacGeomaterials -- Estructures -- Models matemàtics
dc.subject.lemacFormigó -- Mètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.identifier.doi10.1007/s40571-015-0044-9
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://link.springer.com/article/10.1007/s40571-015-0044-9
dc.rights.accessOpen Access
local.identifier.drac15731862
dc.description.versionPostprint (author’s final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/FP7/320815/EU/Advanced tools for computational design of engineering materials/COMP-DES-MAT
local.citation.authorOñate, E.; Zarate, J.; Miquel, J.; Santasusana, M.; Celigueta, M.A.; Arrufat, F.; Gandikota, V.; Valiullin, K.; Ring, L.
local.citation.publicationNameComputational particle mechanics
local.citation.volume2
local.citation.number2
local.citation.startingPage139
local.citation.endingPage160


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