Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes

Autores
Ferrado, Facundo Luis; Escalante, Mario Raúl; Rougier, Viviana Carolina
Año de publicación
2018
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
The 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.
Fil: Ferrado, Facundo Luis. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
Fuente
Mecánica computacional XXXVI(6): 195-204. (2018)
Materia
Concrete pipes
SFRC
Non-lineal model
Plasticity
Nivel de accesibilidad
acceso abierto
Condiciones de uso
2021-03-09T12:34:04Z
Repositorio
Repositorio Institucional Abierto (UTN)
Institución
Universidad Tecnológica Nacional
OAI Identificador
oai:ria.utn.edu.ar:20.500.12272/4866
Acceder
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network_acronym_str RIAUTN
repository_id_str a
network_name_str Repositorio Institucional Abierto (UTN)
spelling Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipesFerrado, Facundo LuisEscalante, Mario RaúlRougier, Viviana CarolinaConcrete pipesSFRCNon-lineal modelPlasticityThe 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.Fil: Ferrado, Facundo Luis. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.Asociación Argentina de Mecánica Computacional2021-03-09T12:34:04Z2021-03-09T12:34:04Z2018-11-06info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfapplication/pdfXXII Congreso Argentino de Mecánica Computacional MECOM. Tucumán, Argentina (2018)2591-3522https://cimec.org.ar/ojs/index.php/mc/issue/view/933http://hdl.handle.net/20.500.12272/4866Mecánica computacional XXXVI(6): 195-204. (2018)reponame:Repositorio Institucional Abierto (UTN)instname:Universidad Tecnológica Nacionalenginfo:eu-repo/semantics/openAccess2021-03-09T12:34:04Zhttp://creativecommons.org/licenses/by-nc-nd/4.0/Attribution-NonCommercial-NoDerivatives 4.0 InternacionalFerrado, Facundo Luis ; Escalante, Mario Raúl ; Rougier, Viviana Carolina.No comercial con fines académicos.2026-09-24T12:47:52Zoai:ria.utn.edu.ar:20.500.12272/4866instacron: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 12:47:54.051Repositorio Institucional Abierto (UTN) - Universidad Tecnológica Nacionalfalse
dc.title.none.fl_str_mv Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
title Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
spellingShingle Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
Ferrado, Facundo Luis
Concrete pipes
SFRC
Non-lineal model
Plasticity
title_short Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
title_full Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
title_fullStr Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
title_full_unstemmed Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
title_sort Simulation of the three edge bearing test : 3D model for the study of the strength capacity of SFRC pipes
dc.creator.none.fl_str_mv Ferrado, Facundo Luis
Escalante, Mario Raúl
Rougier, Viviana Carolina
author Ferrado, Facundo Luis
author_facet Ferrado, Facundo Luis
Escalante, Mario Raúl
Rougier, Viviana Carolina
author_role author
author2 Escalante, Mario Raúl
Rougier, Viviana Carolina
author2_role author
author
dc.subject.none.fl_str_mv Concrete pipes
SFRC
Non-lineal model
Plasticity
topic Concrete pipes
SFRC
Non-lineal model
Plasticity
dc.description.none.fl_txt_mv The 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.
Fil: Ferrado, Facundo Luis. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
Fil: Escalante, Mario Raúl. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
Fil: Rougier, Viviana Carolina. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay. Departamento Ingeniería Electromecánica. Grupo de Energías Limpias y Adaptación al Cambio Climático; Argentina.
description The 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.
publishDate 2018
dc.date.none.fl_str_mv 2018-11-06
2021-03-09T12:34:04Z
2021-03-09T12:34:04Z
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_5794
info:ar-repo/semantics/documentoDeConferencia
format conferenceObject
status_str publishedVersion
dc.identifier.none.fl_str_mv XXII Congreso Argentino de Mecánica Computacional MECOM. Tucumán, Argentina (2018)
2591-3522
https://cimec.org.ar/ojs/index.php/mc/issue/view/933
http://hdl.handle.net/20.500.12272/4866
identifier_str_mv XXII Congreso Argentino de Mecánica Computacional MECOM. Tucumán, Argentina (2018)
2591-3522
url https://cimec.org.ar/ojs/index.php/mc/issue/view/933
http://hdl.handle.net/20.500.12272/4866
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
2021-03-09T12:34:04Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Ferrado, Facundo Luis ; Escalante, Mario Raúl ; Rougier, Viviana Carolina.
No comercial con fines académicos.
eu_rights_str_mv openAccess
rights_invalid_str_mv 2021-03-09T12:34:04Z
http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Ferrado, Facundo Luis ; Escalante, Mario Raúl ; Rougier, Viviana Carolina.
No comercial con fines académicos.
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Asociación Argentina de Mecánica Computacional
publisher.none.fl_str_mv Asociación Argentina de Mecánica Computacional
dc.source.none.fl_str_mv Mecánica computacional XXXVI(6): 195-204. (2018)
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 13.265058

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