Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads

Autores
Luccioni, Bibiana; Isla, Facundo; Fiengo, F.; Codina, R.; Ambrosini, Daniel; Vivas Montes, Juan Carlos; Zerbino, Raúl Luis; Giaccio, Graciela Marta; Torrijos, María Celeste
Año de publicación
2020
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
High Strength Fibre Reinforced Concrete (HSFRC) presents great advantages when compared with conventional concrete under static loads and thus, it constitutes a promising material to withstand extreme loads. An experimental and numerical research carried out with the objective of developing design criteria for HSFRC use in protective structures construction is presented. The mechanical behaviour of HSFRC elements under extreme loads is experimentally and numerically analysed. Numerical models represent useful tools for the design of this type of HSFRC applications but they should be carefully calibrated and validated with experimental results. HSFRC prisms and slabs including different types of hooked-end steel fibres are tested under static, blast and impact loads. Material models at the meso and the macro scale are developed, they are calibrated with characterization tests and validated with experimental results. Experimental results are analysed with the aid of numerical models showing the effect of fibre type and content under extreme load. Numerical models are able to reproduce the blast and impact tests results and give additionally information about the local and structural response under impulsive loads that could be valuable for the design of protective structures.
Facultad de Ingeniería
Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica
Materia
Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
SEDICI (UNLP)
Institución
Universidad Nacional de La Plata
OAI Identificador
oai:sedici.unlp.edu.ar:10915/143258
Acceder
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network_name_str SEDICI (UNLP)
spelling Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme LoadsLuccioni, BibianaIsla, FacundoFiengo, F.Codina, R.Ambrosini, DanielVivas Montes, Juan CarlosZerbino, Raúl LuisGiaccio, Graciela MartaTorrijos, María CelesteIngenieríaHigh strength concreteSteel fibresBlast responseImpactNumerical modelHigh Strength Fibre Reinforced Concrete (HSFRC) presents great advantages when compared with conventional concrete under static loads and thus, it constitutes a promising material to withstand extreme loads. An experimental and numerical research carried out with the objective of developing design criteria for HSFRC use in protective structures construction is presented. The mechanical behaviour of HSFRC elements under extreme loads is experimentally and numerically analysed. Numerical models represent useful tools for the design of this type of HSFRC applications but they should be carefully calibrated and validated with experimental results. HSFRC prisms and slabs including different types of hooked-end steel fibres are tested under static, blast and impact loads. Material models at the meso and the macro scale are developed, they are calibrated with characterization tests and validated with experimental results. Experimental results are analysed with the aid of numerical models showing the effect of fibre type and content under extreme load. Numerical models are able to reproduce the blast and impact tests results and give additionally information about the local and structural response under impulsive loads that could be valuable for the design of protective structures.Facultad de IngenieríaLaboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica2020-09info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionObjeto de conferenciahttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdf536-547http://sedici.unlp.edu.ar/handle/10915/143258enginfo:eu-repo/semantics/altIdentifier/isbn/978-3-030-58482-5info:eu-repo/semantics/altIdentifier/issn/2211-0844info:eu-repo/semantics/altIdentifier/issn/2211-0852info:eu-repo/semantics/altIdentifier/doi/10.1007/978-3-030-58482-5_49info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)reponame:SEDICI (UNLP)instname:Universidad Nacional de La Platainstacron:UNLP2025-10-15T11:24:04Zoai:sedici.unlp.edu.ar:10915/143258Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-10-15 11:24:04.422SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
spellingShingle Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
Luccioni, Bibiana
Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
title_short Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_full Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_fullStr Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_full_unstemmed Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
title_sort Mechanical Response of High Strength Fibre Reinforced Concrete Under Extreme Loads
dc.creator.none.fl_str_mv Luccioni, Bibiana
Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author Luccioni, Bibiana
author_facet Luccioni, Bibiana
Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_role author
author2 Isla, Facundo
Fiengo, F.
Codina, R.
Ambrosini, Daniel
Vivas Montes, Juan Carlos
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author2_role author
author
author
author
author
author
author
author
dc.subject.none.fl_str_mv Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
topic Ingeniería
High strength concrete
Steel fibres
Blast response
Impact
Numerical model
dc.description.none.fl_txt_mv High Strength Fibre Reinforced Concrete (HSFRC) presents great advantages when compared with conventional concrete under static loads and thus, it constitutes a promising material to withstand extreme loads. An experimental and numerical research carried out with the objective of developing design criteria for HSFRC use in protective structures construction is presented. The mechanical behaviour of HSFRC elements under extreme loads is experimentally and numerically analysed. Numerical models represent useful tools for the design of this type of HSFRC applications but they should be carefully calibrated and validated with experimental results. HSFRC prisms and slabs including different types of hooked-end steel fibres are tested under static, blast and impact loads. Material models at the meso and the macro scale are developed, they are calibrated with characterization tests and validated with experimental results. Experimental results are analysed with the aid of numerical models showing the effect of fibre type and content under extreme load. Numerical models are able to reproduce the blast and impact tests results and give additionally information about the local and structural response under impulsive loads that could be valuable for the design of protective structures.
Facultad de Ingeniería
Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica
description High Strength Fibre Reinforced Concrete (HSFRC) presents great advantages when compared with conventional concrete under static loads and thus, it constitutes a promising material to withstand extreme loads. An experimental and numerical research carried out with the objective of developing design criteria for HSFRC use in protective structures construction is presented. The mechanical behaviour of HSFRC elements under extreme loads is experimentally and numerically analysed. Numerical models represent useful tools for the design of this type of HSFRC applications but they should be carefully calibrated and validated with experimental results. HSFRC prisms and slabs including different types of hooked-end steel fibres are tested under static, blast and impact loads. Material models at the meso and the macro scale are developed, they are calibrated with characterization tests and validated with experimental results. Experimental results are analysed with the aid of numerical models showing the effect of fibre type and content under extreme load. Numerical models are able to reproduce the blast and impact tests results and give additionally information about the local and structural response under impulsive loads that could be valuable for the design of protective structures.
publishDate 2020
dc.date.none.fl_str_mv 2020-09
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
info:eu-repo/semantics/publishedVersion
Objeto de conferencia
http://purl.org/coar/resource_type/c_5794
info:ar-repo/semantics/documentoDeConferencia
format conferenceObject
status_str publishedVersion
dc.identifier.none.fl_str_mv http://sedici.unlp.edu.ar/handle/10915/143258
url http://sedici.unlp.edu.ar/handle/10915/143258
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/isbn/978-3-030-58482-5
info:eu-repo/semantics/altIdentifier/issn/2211-0844
info:eu-repo/semantics/altIdentifier/issn/2211-0852
info:eu-repo/semantics/altIdentifier/doi/10.1007/978-3-030-58482-5_49
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-sa/4.0/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
dc.format.none.fl_str_mv application/pdf
536-547
dc.source.none.fl_str_mv reponame:SEDICI (UNLP)
instname:Universidad Nacional de La Plata
instacron:UNLP
reponame_str SEDICI (UNLP)
collection SEDICI (UNLP)
instname_str Universidad Nacional de La Plata
instacron_str UNLP
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repository.name.fl_str_mv SEDICI (UNLP) - Universidad Nacional de La Plata
repository.mail.fl_str_mv alira@sedici.unlp.edu.ar
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score 13.221938

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