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Model for the behavior of steel fibers reinforced concrete in plates elements

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Model for the behavior of steel fibers reinforced concrete in plates elements

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dc.contributor.author LOPEZ-GAYARRE, Fernando
dc.contributor.author LOPEZ-COLINA, Carlos
dc.contributor.author Lázaro Fernández, Carlos Manuel
dc.contributor.author Pelufo Carbonell, María José
dc.contributor.author Domingo Cabo, Alberto
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-18T10:50:26Z
dc.date.available 2009-12-18T10:50:26Z
dc.date.issued 2009-12-18T10:50:26Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6702
dc.description p. 2965-2981 en_EN
dc.description.abstract This article presents and develops a model for the behavior of steel fibers reinforced concrete (SFRC) for its use in plates elements. In order to carry out the present investigation, a series of laboratory tests were made for the mechanical characterization of SFRC. Additionally, a set of plates elements were tested in the laboratory of Construction Engineering at the Technical University of Valencia, with different fiber contents and load conditions. These plates elements were tested to their fracture, and the obtained results were verified experimentally with the implementation of the given model in a program of finite elements, where the tested plates were modelized. The obtained results show a satisfactory adjustment of the given model for its application in nonlinear calculation of plates elements made with steel fibers reinforced concrete. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Sfrc en_EN
dc.subject Abaqus en_EN
dc.subject Residual stregth en_EN
dc.subject Strain en_EN
dc.subject Tensile stregth en_EN
dc.subject Nonlinear calculation en_EN
dc.title Model for the behavior of steel fibers reinforced concrete in plates elements en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Lopez-Gayarre, F.; Lopez-Colina, C.; Lázaro Fernández, CM.; Pelufo Carbonell, MJ.; Domingo Cabo, A. (2009). Model for the behavior of steel fibers reinforced concrete in plates elements. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6702 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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