Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs

Autores
Luccioni, B.; Isla, F.; Codina, R.; Ambrosini, D.; Zerbino, Raúl; Giaccio, Graciela Marta; Torrijos, María Celeste
Año de publicación
2018
Idioma
inglés
Tipo de recurso
artículo
Estado
versión enviada
Descripción
High Strength Fiber 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. The experimental results of blast tests performed on HSFRC slabs including different types of hooked end steel fibers are presented and numerically analyzed in this paper. The numerical simulation was able to reproduce the experimental results and it confirms that for the same fiber content, shorter fibers provide greater blast resistance, showing smaller craters and spalling at the back face.
Materia
Ingenierías y Tecnologías
High strength concrete
Steel fibers
Blast response
Spalling
Numerical model
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
CIC Digital (CICBA)
Institución
Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
OAI Identificador
oai:digital.cic.gba.gob.ar:11746/10103

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network_acronym_str CICBA
repository_id_str 9441
network_name_str CIC Digital (CICBA)
spelling Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabsLuccioni, B.Isla, F.Codina, R.Ambrosini, D.Zerbino, RaúlGiaccio, Graciela MartaTorrijos, María CelesteIngenierías y TecnologíasHigh strength concreteSteel fibersBlast responseSpallingNumerical modelHigh Strength Fiber 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. The experimental results of blast tests performed on HSFRC slabs including different types of hooked end steel fibers are presented and numerically analyzed in this paper. The numerical simulation was able to reproduce the experimental results and it confirms that for the same fiber content, shorter fibers provide greater blast resistance, showing smaller craters and spalling at the back face.2018info:eu-repo/semantics/articleinfo:eu-repo/semantics/submittedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfhttps://digital.cic.gba.gob.ar/handle/11746/10103enginfo:eu-repo/semantics/altIdentifier/doi/10.1016/J.ENGSTRUCT.2018.08.016info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/reponame:CIC Digital (CICBA)instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Airesinstacron:CICBA2025-10-16T09:26:54Zoai:digital.cic.gba.gob.ar:11746/10103Institucionalhttp://digital.cic.gba.gob.arOrganismo científico-tecnológicoNo correspondehttp://digital.cic.gba.gob.ar/oai/snrdmarisa.degiusti@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:94412025-10-16 09:26:54.381CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Airesfalse
dc.title.none.fl_str_mv Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
spellingShingle Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
Luccioni, B.
Ingenierías y Tecnologías
High strength concrete
Steel fibers
Blast response
Spalling
Numerical model
title_short Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_full Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_fullStr Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_full_unstemmed Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
title_sort Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabs
dc.creator.none.fl_str_mv Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl
Giaccio, Graciela Marta
Torrijos, María Celeste
author Luccioni, B.
author_facet Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl
Giaccio, Graciela Marta
Torrijos, María Celeste
author_role author
author2 Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl
Giaccio, Graciela Marta
Torrijos, María Celeste
author2_role author
author
author
author
author
author
dc.subject.none.fl_str_mv Ingenierías y Tecnologías
High strength concrete
Steel fibers
Blast response
Spalling
Numerical model
topic Ingenierías y Tecnologías
High strength concrete
Steel fibers
Blast response
Spalling
Numerical model
dc.description.none.fl_txt_mv High Strength Fiber 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. The experimental results of blast tests performed on HSFRC slabs including different types of hooked end steel fibers are presented and numerically analyzed in this paper. The numerical simulation was able to reproduce the experimental results and it confirms that for the same fiber content, shorter fibers provide greater blast resistance, showing smaller craters and spalling at the back face.
description High Strength Fiber 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. The experimental results of blast tests performed on HSFRC slabs including different types of hooked end steel fibers are presented and numerically analyzed in this paper. The numerical simulation was able to reproduce the experimental results and it confirms that for the same fiber content, shorter fibers provide greater blast resistance, showing smaller craters and spalling at the back face.
publishDate 2018
dc.date.none.fl_str_mv 2018
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/submittedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str submittedVersion
dc.identifier.none.fl_str_mv https://digital.cic.gba.gob.ar/handle/11746/10103
url https://digital.cic.gba.gob.ar/handle/11746/10103
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1016/J.ENGSTRUCT.2018.08.016
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-sa/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:CIC Digital (CICBA)
instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron:CICBA
reponame_str CIC Digital (CICBA)
collection CIC Digital (CICBA)
instname_str Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron_str CICBA
institution CICBA
repository.name.fl_str_mv CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
repository.mail.fl_str_mv marisa.degiusti@sedici.unlp.edu.ar
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