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dc.contributor.authorEscudero Torres, Cuauhtemoc
dc.contributor.authorOller Martínez, Sergio Horacio
dc.contributor.authorMartínez García, Javier
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Ciència i Enginyeria Nàutiques
dc.date.accessioned2016-08-29T10:23:57Z
dc.date.available2018-11-01T01:30:29Z
dc.date.issued2016-10
dc.identifier.citationEscudero-Torres, C., Oller, S., Martinez, X., Barbat, A. H. A laminated structural finite element for the behavior of large non-linear reinforced concrete structures. "Finite elements in analysis and design", Octubre 2016, vol. 119, p. 78-94.
dc.identifier.issn0168-874X
dc.identifier.urihttp://hdl.handle.net/2117/89389
dc.description.abstractIn order to correctly predict the kinematics of complex structures, analysis using three-dimensional finite elements (3DFEs) seems to be the best alternative. However, simulation of large multi-layered structures with many plies can be unaffordable with 3DFEs because of the excessive computational cost, especially for non-linear materials. In addition, the discretization of very thin layers can lead to highly distorted FEs carrying numerical issues, therefore, reduced models arise as an affordable solution. This paper describes a new finite element formulation to perform numerical simulations of laminated reinforced concrete structures. The intention of this work is that the proposed scheme can be applied in the analysis of real-life structures where a high amount of computational resources are needed to fulfill the meshing requirements, hence the resulting formulation has to be a compromise between simplicity and efficiency. So that, the condensation of a dimension (thickness), mandatory to model three-dimensional structures with two-dimensional finite elements (2DFEs), leads to refer all layers contained within such FEs to a plane, which is typically named middle plane or geometrical plane, since its sole function is to serve as a geometrical reference. This work is based on the assumption that the geometrical plane has to be distinguished from a mechanical plane, which is where the resultant stiffness of all layers is contained. It is also assumed in this work that the mechanical plane changes its position due to non-linear response of the component materials.
dc.format.extent17 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshLaminated materials--Mechanical properties--Mathematical models
dc.subject.otherLaminated element
dc.subject.otherComposite materials
dc.subject.otherLarge RC structures
dc.subject.otherMechanical plane
dc.subject.otherCOMP-DES-MAT Project
dc.subject.otherCOMPDESMAT Project
dc.titleA laminated structural finite element for the behavior of large non-linear reinforced concrete structures
dc.typeArticle
dc.subject.lemacMaterials laminars -- Propietats mecàniques -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.identifier.doi10.1016/j.finel.2016.06.001
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0168874X16300774
dc.rights.accessOpen Access
local.identifier.drac18815165
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.authorEscudero-Torres, C.; Oller, S.; Martinez, X.; Barbat, A. H.
local.citation.publicationNameFinite elements in analysis and design
local.citation.volume119
local.citation.startingPage78
local.citation.endingPage94


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