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dc.contributor.authorOñate Ibáñez de Navarra, Eugenio
dc.contributor.authorCornejo Velázquez, Alejandro
dc.contributor.authorZárate Araiza, José Francisco
dc.contributor.authorKashiyama, Kazuo
dc.contributor.authorFranci, Alessandro
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2021-12-13T12:52:53Z
dc.date.issued2022-01
dc.identifier.citationOñate, E. [et al.]. Combination of the finite element method and particle-based methods for predicting the failure of reinforced concrete structures under extreme water forces. "Engineering structures", 2022, vol. 251B, p. 113510:1-113510:18.
dc.identifier.issn0141-0296
dc.identifier.otherhttps://www.researchgate.net/publication/355499341_Combination_of_the_finite_element_method_and_particle-based_methods_for_predicting_the_failure_of_reinforced_concrete_structures_under_extreme_water_forces
dc.identifier.urihttp://hdl.handle.net/2117/358217
dc.description.abstractWe present a combination of the Finite Element Method (FEM), the Particle Finite Element Method (PFEM), and the Discrete Element Method (DEM) for modeling and analyzing the failure of reinforced concrete structures under impulsive wave forces originating from free-surface flows in critical water hazards. The free-surface water flow is modeled with the PFEM, while the structural behavior and the fractures induced by the water forces in the structure are modeled with a coupled FEM–DEM technique. The concrete material behavior is simulated with a standard isotropic damage model. The reinforcing bars are modeled by a rule of mixtures procedure, for simplicity. The possibilities of the new integrated PDFEM approach for predicting the evolution of free-surface tsunami-type waves and their devastating effect on constructions are validated with experiments on the failure of reinforced concrete plates under large impacting waves, performed in a laboratory facility in Japan.
dc.description.sponsorshipThis work has been supported by the Spanish Government program FPU: FPU16/02697. The authors gratefully acknowledge the received support.
dc.language.isoeng
dc.publisherElsevier
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshReinforced concrete -- Mathematical models
dc.subject.otherTsunami force
dc.subject.otherFinite element method
dc.subject.otherParticle finite element method
dc.subject.otherDiscrete element method
dc.subject.otherReinforced concrete
dc.subject.otherFluid–structure interaction
dc.subject.otherFracture mechanics
dc.titleCombination of the finite element method and particle-based methods for predicting the failure of reinforced concrete structures under extreme water forces
dc.typeArticle
dc.subject.lemacFormigó armat -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.identifier.doi10.1016/j.engstruct.2021.113510
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/abs/pii/S0141029621016096
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac32284573
dc.description.versionPostprint (author's final draft)
dc.date.lift2023-11-11
local.citation.authorOñate, E.; Cornejo, A.; Zarate, J.; Kashiyama, K.; Franci, A.
local.citation.publicationNameEngineering structures
local.citation.volume251B
local.citation.startingPage113510:1
local.citation.endingPage113510:18


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