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

Autores
Lucioni, B.; Isla, F.; Codina, R.; Ambrosini, D.; Zerbino, Raúl; Giaccio, Graciela Marta; Torrijos, María Celeste
Año de publicación
2017
Idioma
inglés
Tipo de recurso
artículo
Estado
versión enviada
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.
Materia
Ingenierías y Tecnologías
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
CIC Digital (CICBA)
Institución
Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
OAI Identificador
oai:digital.cic.gba.gob.ar:11746/10101
Acceder
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oai_identifier_str oai:digital.cic.gba.gob.ar:11746/10101
network_acronym_str CICBA
repository_id_str 9441
network_name_str CIC Digital (CICBA)
spelling Effect of steel fibers on static and blast response of high strength concreteLucioni, B.Isla, F.Codina, R.Ambrosini, D.Zerbino, RaúlGiaccio, Graciela MartaTorrijos, María CelesteIngenierías y Tecnologíashigh strength concretesteel fiberstoughness 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.2017info: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/11746/10101enginfo: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:CICBA2025-10-16T09:27:36Zoai:digital.cic.gba.gob.ar:11746/10101Institucionalhttp://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 09:27:36.732CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Airesfalse
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.
Ingenierías y Tecnologías
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
Giaccio, Graciela Marta
Torrijos, María Celeste
author Lucioni, B.
author_facet Lucioni, 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
toughness blast response
topic Ingenierías y Tecnologías
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.
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
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/11746/10101
url https://digital.cic.gba.gob.ar/handle/11746/10101
dc.language.none.fl_str_mv eng
language eng
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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