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
- Institución
- Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
- OAI Identificador
- oai:digital.cic.gba.gob.ar:11746/10103
Ver los metadatos del registro completo
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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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1846142604914196480 |
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12.712165 |