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dc.creatorFerrado, Facundo Luis
dc.creatorEscalante, Mario Raúl
dc.creatorRougier, Viviana Carolina
dc.date.accessioned2021-03-09T12:34:04Z
dc.date.available2021-03-09T12:34:04Z
dc.date.issued2018-11-06
dc.identifier.citationXXII Congreso Argentino de Mecánica Computacional MECOM. Tucumán, Argentina (2018)es_ES
dc.identifier.issn2591-3522
dc.identifier.urihttps://cimec.org.ar/ojs/index.php/mc/issue/view/933
dc.identifier.urihttp://hdl.handle.net/20.500.12272/4866
dc.description.abstractThe use of SFRC as building material, has been expanding its possibilities beyond conventional applications. Among its new applications, SFRC pipes appear as a new reliable alternative to the common pipes which use steel mesh as reinforcement, due to the structural benefits that mean the fiber addition. In spite of the advances achieved regarding the knowledge of the behavior of SFRC as a structural material, a numerical tool which allows to predict the mechanical response of SFRC pipes is needed,this is due to the complexity of the costly experimental campaigns. In this work the mechanical behavior of SFRC pipes is numerically assessed by means of the simulation of the three edge bearing test (TEBT) according to IRAM 11503 standard through a tridimensional model, which is implemented using a finite element analysis tool. SFRC is considered as an homogeneous material described for a damage-plasticity model which consider different behaviors in tension and compression by means of stress-strain uniaxial curves. These curves are obtained from equations arising from theoretical-experimental developments of other authors. Finally the results of the simulations are shown by means of load-deflection curves, ultimate loads charts and strength distribution diagrams, which are compared with those ones obtained in a experimental campaign carried out by the authors themselves. The results are complemented with some pictures depicting the experimental campaign mentioned above, with both the equipment used during the tests as well as the failure modes of the pipes are shown.es_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.publisherAsociación Argentina de Mecánica Computacionales_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.rights.uriAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.sourceMecánica computacional XXXVI(6): 195-204. (2018)es_ES
dc.subjectConcrete pipeses_ES
dc.subjectSFRCes_ES
dc.subjectNon-lineal modeles_ES
dc.subjectPlasticityes_ES
dc.titleSimulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipeses_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.rights.holderFerrado, Facundo Luis ; Escalante, Mario Raúl ; Rougier, Viviana Carolina.es_ES
dc.description.affiliationFil: Ferrado, Facundo Luis. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.es_ES
dc.description.affiliationFil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.es_ES
dc.description.affiliationFil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.es_ES
dc.type.versionpublisherVersiones_ES
dc.rights.useNo comercial con fines académicos.es_ES


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