Effect of steel fibers on static and blast response of high strength concrete

Autores
Lucioni, B.; Isla, F.; Codina, R.; Ambrosini, D.; Zerbino, Raúl Luis; Giaccio, Graciela Marta; Torrijos, María Celeste
Año de publicación
2017
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed.
Facultad de Ingeniería
Materia
Ingeniería
Acero
concreto
high strength concrete, steel fibers, toughness blast response
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:10915/73216
Acceder
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repository_id_str 1329
network_name_str SEDICI (UNLP)
spelling Effect of steel fibers on static and blast response of high strength concreteLucioni, B.Isla, F.Codina, R.Ambrosini, D.Zerbino, Raúl LuisGiaccio, Graciela MartaTorrijos, María CelesteIngenieríaAceroconcretohigh strength concrete, steel fibers, toughness blast responseThe advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed.Facultad de Ingeniería2017-05-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArticulohttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdf23-37http://sedici.unlp.edu.ar/handle/10915/73216enginfo:eu-repo/semantics/altIdentifier/issn/0734-743Xinfo:eu-repo/semantics/altIdentifier/hdl/11746/10101info:eu-repo/semantics/altIdentifier/doi/10.1016/j.ijimpeng.2017.04.027info: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:UNLP2025-10-15T11:04:18Zoai:sedici.unlp.edu.ar:10915/73216Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-10-15 11:04:18.865SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Effect of steel fibers on static and blast response of high strength concrete
title Effect of steel fibers on static and blast response of high strength concrete
spellingShingle Effect of steel fibers on static and blast response of high strength concrete
Lucioni, B.
Ingeniería
Acero
concreto
high strength concrete, steel fibers, toughness blast response
title_short Effect of steel fibers on static and blast response of high strength concrete
title_full Effect of steel fibers on static and blast response of high strength concrete
title_fullStr Effect of steel fibers on static and blast response of high strength concrete
title_full_unstemmed Effect of steel fibers on static and blast response of high strength concrete
title_sort Effect of steel fibers on static and blast response of high strength concrete
dc.creator.none.fl_str_mv Lucioni, B.
Isla, F.
Codina, R.
Ambrosini, D.
Zerbino, Raúl Luis
Giaccio, Graciela Marta
Torrijos, María Celeste
author Lucioni, B.
author_facet Lucioni, 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
Acero
concreto
high strength concrete, steel fibers, toughness blast response
topic Ingeniería
Acero
concreto
high strength concrete, steel fibers, toughness blast response
dc.description.none.fl_txt_mv The advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed.
Facultad de Ingeniería
description The advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed.
publishDate 2017
dc.date.none.fl_str_mv 2017-05-01
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/10915/73216
url http://sedici.unlp.edu.ar/handle/10915/73216
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/issn/0734-743X
info:eu-repo/semantics/altIdentifier/hdl/11746/10101
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.ijimpeng.2017.04.027
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
23-37
dc.source.none.fl_str_mv reponame:SEDICI (UNLP)
instname:Universidad Nacional de La Plata
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collection SEDICI (UNLP)
instname_str Universidad Nacional de La Plata
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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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