Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes

Autores
González, Federico Alejandro; Rougier, Viviana Carolina; Escalante, Mario Raúl
Año de publicación
2017
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión aceptada
Descripción
Reinforced concrete with two or more types of fibers, rationally combined (hybrid fiber reinforced concrete,HFRC)may offer enhanced properties,especially in terms of ductility and crack control. The use of these concretes in drainage pipes, either partially or totally substituting steel meshes and bars of traditional reinforcement, might have a favorable impact on the optimization of the product in the precast industry from both technical and economic point of view. The HFRC can be prepared and placed into molds in a similar way as for plain concrete, where the fibers are added to the mix just like any other aggregate. In this paper, as part of an initial stage of an on going research, the mechanical behaviour of hybrid reinforced concrete pipes (steel and polypropylene) is numerically assessed by simulation of the threeedge bearing test (TEBT). The HFRC is modeled as a homogeneous material with equivalent properties (macro model), in which the characteristic parameters of the material, used in the simulation, are obtained through an experimental study. The problem is solved by a nonlinear finite element code in which a coupled damage and plasticity constitutive model is used.Finally, the results are compared with experimental data obtained by another author.
Fil: González, Federico Alejandro. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
Materia
Numerical analysis
Bearing capacity
Hybrid fiber reinforced concrete
Concrete pipes
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2021-03-02T17:14:10Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/4857
Acceder
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network_acronym_str RIAUTN
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network_name_str Repositorio Institucional Abierto (UTN)
spelling Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipesGonzález, Federico AlejandroRougier, Viviana CarolinaEscalante, Mario RaúlNumerical analysisBearing capacityHybrid fiber reinforced concreteConcrete pipesReinforced concrete with two or more types of fibers, rationally combined (hybrid fiber reinforced concrete,HFRC)may offer enhanced properties,especially in terms of ductility and crack control. The use of these concretes in drainage pipes, either partially or totally substituting steel meshes and bars of traditional reinforcement, might have a favorable impact on the optimization of the product in the precast industry from both technical and economic point of view. The HFRC can be prepared and placed into molds in a similar way as for plain concrete, where the fibers are added to the mix just like any other aggregate. In this paper, as part of an initial stage of an on going research, the mechanical behaviour of hybrid reinforced concrete pipes (steel and polypropylene) is numerically assessed by simulation of the threeedge bearing test (TEBT). The HFRC is modeled as a homogeneous material with equivalent properties (macro model), in which the characteristic parameters of the material, used in the simulation, are obtained through an experimental study. The problem is solved by a nonlinear finite element code in which a coupled damage and plasticity constitutive model is used.Finally, the results are compared with experimental data obtained by another author.Fil: González, Federico Alejandro. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.2021-03-02T17:14:10Z2021-03-02T17:14:10Z2017-11-05info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfapplication/pdfXXXVIII Ibero-Latin American Congress on Computational Methods in Engineering-CILAMCE. Florianópolis, Santa Catarina, Brazil (2017)http://hdl.handle.net/20.500.12272/4857enginfo:eu-repo/semantics/openAccess2021-03-02T17:14:10Zhttp://creativecommons.org/licenses/by-nc-nd/4.0/Attribution-NonCommercial-NoDerivatives 4.0 InternacionalGonzález, Federico Alejandro ; Rougier, Viviana Carolina ; Escalante, Mario RaúlNo comercial con fines académicos.reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacional2026-09-24T12:45:26Zoai:ria.utn.edu.ar:20.500.12272/4857instacron:UTNInstitucionalhttp://ria.utn.edu.ar/Universidad públicaNo correspondehttp://ria.utn.edu.ar/oaigestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:a2026-09-24 12:45:27.321Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
title Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
spellingShingle Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
González, Federico Alejandro
Numerical analysis
Bearing capacity
Hybrid fiber reinforced concrete
Concrete pipes
title_short Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
title_full Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
title_fullStr Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
title_full_unstemmed Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
title_sort Finite element numerical analysis of the bearing capacity of hybrid fiber reinforced concrete pipes
dc.creator.none.fl_str_mv González, Federico Alejandro
Rougier, Viviana Carolina
Escalante, Mario Raúl
author González, Federico Alejandro
author_facet González, Federico Alejandro
Rougier, Viviana Carolina
Escalante, Mario Raúl
author_role author
author2 Rougier, Viviana Carolina
Escalante, Mario Raúl
author2_role author
author
dc.subject.none.fl_str_mv Numerical analysis
Bearing capacity
Hybrid fiber reinforced concrete
Concrete pipes
topic Numerical analysis
Bearing capacity
Hybrid fiber reinforced concrete
Concrete pipes
dc.description.none.fl_txt_mv Reinforced concrete with two or more types of fibers, rationally combined (hybrid fiber reinforced concrete,HFRC)may offer enhanced properties,especially in terms of ductility and crack control. The use of these concretes in drainage pipes, either partially or totally substituting steel meshes and bars of traditional reinforcement, might have a favorable impact on the optimization of the product in the precast industry from both technical and economic point of view. The HFRC can be prepared and placed into molds in a similar way as for plain concrete, where the fibers are added to the mix just like any other aggregate. In this paper, as part of an initial stage of an on going research, the mechanical behaviour of hybrid reinforced concrete pipes (steel and polypropylene) is numerically assessed by simulation of the threeedge bearing test (TEBT). The HFRC is modeled as a homogeneous material with equivalent properties (macro model), in which the characteristic parameters of the material, used in the simulation, are obtained through an experimental study. The problem is solved by a nonlinear finite element code in which a coupled damage and plasticity constitutive model is used.Finally, the results are compared with experimental data obtained by another author.
Fil: González, Federico Alejandro. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Civil. Grupo de Investigación de Mecánica Computacional y de Estructuras; Argentina.
description Reinforced concrete with two or more types of fibers, rationally combined (hybrid fiber reinforced concrete,HFRC)may offer enhanced properties,especially in terms of ductility and crack control. The use of these concretes in drainage pipes, either partially or totally substituting steel meshes and bars of traditional reinforcement, might have a favorable impact on the optimization of the product in the precast industry from both technical and economic point of view. The HFRC can be prepared and placed into molds in a similar way as for plain concrete, where the fibers are added to the mix just like any other aggregate. In this paper, as part of an initial stage of an on going research, the mechanical behaviour of hybrid reinforced concrete pipes (steel and polypropylene) is numerically assessed by simulation of the threeedge bearing test (TEBT). The HFRC is modeled as a homogeneous material with equivalent properties (macro model), in which the characteristic parameters of the material, used in the simulation, are obtained through an experimental study. The problem is solved by a nonlinear finite element code in which a coupled damage and plasticity constitutive model is used.Finally, the results are compared with experimental data obtained by another author.
publishDate 2017
dc.date.none.fl_str_mv 2017-11-05
2021-03-02T17:14:10Z
2021-03-02T17:14:10Z
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
info:eu-repo/semantics/acceptedVersion
http://purl.org/coar/resource_type/c_5794
info:ar-repo/semantics/documentoDeConferencia
format conferenceObject
status_str acceptedVersion
dc.identifier.none.fl_str_mv XXXVIII Ibero-Latin American Congress on Computational Methods in Engineering-CILAMCE. Florianópolis, Santa Catarina, Brazil (2017)
http://hdl.handle.net/20.500.12272/4857
identifier_str_mv XXXVIII Ibero-Latin American Congress on Computational Methods in Engineering-CILAMCE. Florianópolis, Santa Catarina, Brazil (2017)
url http://hdl.handle.net/20.500.12272/4857
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2021-03-02T17:14:10Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
González, Federico Alejandro ; Rougier, Viviana Carolina ; Escalante, Mario Raúl
No comercial con fines académicos.
eu_rights_str_mv openAccess
rights_invalid_str_mv 2021-03-02T17:14:10Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
González, Federico Alejandro ; Rougier, Viviana Carolina ; Escalante, Mario Raúl
No comercial con fines académicos.
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.source.none.fl_str_mv reponame:Repositorio Institucional Abierto (UTN)
instname:Universidad Tecnológica Nacional
reponame_str Repositorio Institucional Abierto (UTN)
collection Repositorio Institucional Abierto (UTN)
instname_str Universidad Tecnológica Nacional
repository.name.fl_str_mv Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacional
repository.mail.fl_str_mv gestionria@rec.utn.edu.ar; fsuarez@rec.utn.edu.ar
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score 13.24418

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