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 Luis; Giaccio, Graciela Marta; Torrijos, María Celeste
Año de publicación
2018
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
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.
Facultad de Ingeniería
Materia
Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
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:10915/77285
Acceder
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oai_identifier_str oai:sedici.unlp.edu.ar:10915/77285
network_acronym_str SEDICI
repository_id_str 1329
network_name_str SEDICI (UNLP)
spelling Experimental and numerical analysis of blast response of High Strength Fiber Reinforced Concrete slabsLuccioni, B.Isla, F.Codina, R.Ambrosini, D.Zerbino, Raúl LuisGiaccio, Graciela MartaTorrijos, María CelesteIngenieríaHigh strength concreteSteel fibersBlast responseSpallingConstrucciónNumerical 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.Facultad de Ingeniería2018info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdf113-122http://sedici.unlp.edu.ar/handle/10915/77285enginfo:eu-repo/semantics/altIdentifier/issn/0141-0296info:eu-repo/semantics/altIdentifier/hdl/11746/10103info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2018.08.016info: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:UNLP2025-10-15T11:05:44Zoai:sedici.unlp.edu.ar:10915/77285Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-10-15 11:05:44.903SEDICI (UNLP) - Universidad Nacional de La Platafalse
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.
Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
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 Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author Luccioni, B.
author_facet Luccioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author_role author
author2 Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author2_role author
author
author
author
author
author
dc.subject.none.fl_str_mv Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
Numerical model
topic Ingeniería
High strength concrete
Steel fibers
Blast response
Spalling
Construcción
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.
Facultad de Ingeniería
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/publishedVersion
Articulo
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://sedici.unlp.edu.ar/handle/10915/77285
url http://sedici.unlp.edu.ar/handle/10915/77285
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/issn/0141-0296
info:eu-repo/semantics/altIdentifier/hdl/11746/10103
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/
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
113-122
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
institution UNLP
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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