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
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/6702
Title:
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Model for the behavior of steel fibers reinforced concrete in plates elements
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Author:
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LOPEZ-GAYARRE, Fernando
LOPEZ-COLINA, Carlos
Lázaro Fernández, Carlos Manuel
Pelufo Carbonell, María José
Domingo Cabo, Alberto
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Editor:
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Domingo Cabo, Alberto
Lázaro Fernández, Carlos Manuel
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UPV Unit:
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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
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
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Issued date:
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Abstract:
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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 ...[+]
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.
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Subjects:
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Sfrc
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Abaqus
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Residual stregth
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Strain
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Tensile stregth
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Nonlinear calculation
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Copyrigths:
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Reserva de todos los derechos
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ISBN:
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978-84-8363-461-5
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Source:
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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.
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Publisher:
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Editorial Universitat Politècnica de València
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Conference name:
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Symposium of the International Association for Shell and Spatial Structures
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Conference place:
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Valencia
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Conference date:
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2009
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Description:
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p. 2965-2981
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Type:
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Comunicación en congreso
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