Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers

Autores
Zerbino, Raul Luis; Vivas Montes, Juan Carlos; Felipe, Ronald Cruz; Torrijos, Maria Celeste; Hours, Francisco; Giaccio, Graciela Marta; Khute, Someen; Singh, Surender
Año de publicación
2023
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
With the aim to explore the potential contributions of discarded coconut fibers (DCF) as reinforcement in concrete the hardened properties of coir concrete of similar slump, with different fiber lengths and dosages are analysed in this paper, including compressive strength and stiffness, flexural response, and mainly the resistance to impact loading using two tests, that proposed by the ACI Committee 544 and a new method based on the application of Growing Impact Loads. It was found that DCF yields similar effects as synthetic microfibers in fresh and hardened properties of concrete but the incorporation of longer DCF shows improvement in terms of impact resistance.
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Vivas Montes, Juan Carlos. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina
Fil: Felipe, Ronald Cruz. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Torrijos, Maria Celeste. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina
Fil: Hours, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina
Fil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Khute, Someen. Indian Institute of Technology; India
Fil: Singh, Surender. Indian Institute of Technology; India
Materia
Bleeding
Coconut coir
Concrete pavements
Impact
Residual capacity
Strength
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/223296
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/223296
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Strength and impact behavior of paving concrete incorporating discarded coconut coir fbersZerbino, Raul LuisVivas Montes, Juan CarlosFelipe, Ronald CruzTorrijos, Maria CelesteHours, FranciscoGiaccio, Graciela MartaKhute, SomeenSingh, SurenderBleedingCoconut coirConcrete pavementsImpactResidual capacityStrengthhttps://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2With the aim to explore the potential contributions of discarded coconut fibers (DCF) as reinforcement in concrete the hardened properties of coir concrete of similar slump, with different fiber lengths and dosages are analysed in this paper, including compressive strength and stiffness, flexural response, and mainly the resistance to impact loading using two tests, that proposed by the ACI Committee 544 and a new method based on the application of Growing Impact Loads. It was found that DCF yields similar effects as synthetic microfibers in fresh and hardened properties of concrete but the incorporation of longer DCF shows improvement in terms of impact resistance.Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; ArgentinaFil: Vivas Montes, Juan Carlos. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; ArgentinaFil: Felipe, Ronald Cruz. Universidad Nacional de La Plata. Facultad de Ingeniería; ArgentinaFil: Torrijos, Maria Celeste. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; ArgentinaFil: Hours, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; ArgentinaFil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; ArgentinaFil: Khute, Someen. Indian Institute of Technology; IndiaFil: Singh, Surender. Indian Institute of Technology; IndiaAssociated Cement Companies Ltd.2023-09info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/223296Zerbino, Raul Luis; Vivas Montes, Juan Carlos; Felipe, Ronald Cruz; Torrijos, Maria Celeste; Hours, Francisco; et al.; Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers; Associated Cement Companies Ltd.; The Indian Concrete Journal; 97; 9; 9-2023; 1-100019-4565CONICET DigitalCONICETenginfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-11-26T09:09:53Zoai:ri.conicet.gov.ar:11336/223296instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-11-26 09:09:53.613CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
title Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
spellingShingle Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
Zerbino, Raul Luis
Bleeding
Coconut coir
Concrete pavements
Impact
Residual capacity
Strength
title_short Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
title_full Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
title_fullStr Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
title_full_unstemmed Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
title_sort Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers
dc.creator.none.fl_str_mv Zerbino, Raul Luis
Vivas Montes, Juan Carlos
Felipe, Ronald Cruz
Torrijos, Maria Celeste
Hours, Francisco
Giaccio, Graciela Marta
Khute, Someen
Singh, Surender
author Zerbino, Raul Luis
author_facet Zerbino, Raul Luis
Vivas Montes, Juan Carlos
Felipe, Ronald Cruz
Torrijos, Maria Celeste
Hours, Francisco
Giaccio, Graciela Marta
Khute, Someen
Singh, Surender
author_role author
author2 Vivas Montes, Juan Carlos
Felipe, Ronald Cruz
Torrijos, Maria Celeste
Hours, Francisco
Giaccio, Graciela Marta
Khute, Someen
Singh, Surender
author2_role author
author
author
author
author
author
author
dc.subject.none.fl_str_mv Bleeding
Coconut coir
Concrete pavements
Impact
Residual capacity
Strength
topic Bleeding
Coconut coir
Concrete pavements
Impact
Residual capacity
Strength
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv With the aim to explore the potential contributions of discarded coconut fibers (DCF) as reinforcement in concrete the hardened properties of coir concrete of similar slump, with different fiber lengths and dosages are analysed in this paper, including compressive strength and stiffness, flexural response, and mainly the resistance to impact loading using two tests, that proposed by the ACI Committee 544 and a new method based on the application of Growing Impact Loads. It was found that DCF yields similar effects as synthetic microfibers in fresh and hardened properties of concrete but the incorporation of longer DCF shows improvement in terms of impact resistance.
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Vivas Montes, Juan Carlos. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina
Fil: Felipe, Ronald Cruz. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Torrijos, Maria Celeste. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina
Fil: Hours, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina
Fil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Khute, Someen. Indian Institute of Technology; India
Fil: Singh, Surender. Indian Institute of Technology; India
description With the aim to explore the potential contributions of discarded coconut fibers (DCF) as reinforcement in concrete the hardened properties of coir concrete of similar slump, with different fiber lengths and dosages are analysed in this paper, including compressive strength and stiffness, flexural response, and mainly the resistance to impact loading using two tests, that proposed by the ACI Committee 544 and a new method based on the application of Growing Impact Loads. It was found that DCF yields similar effects as synthetic microfibers in fresh and hardened properties of concrete but the incorporation of longer DCF shows improvement in terms of impact resistance.
publishDate 2023
dc.date.none.fl_str_mv 2023-09
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
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://hdl.handle.net/11336/223296
Zerbino, Raul Luis; Vivas Montes, Juan Carlos; Felipe, Ronald Cruz; Torrijos, Maria Celeste; Hours, Francisco; et al.; Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers; Associated Cement Companies Ltd.; The Indian Concrete Journal; 97; 9; 9-2023; 1-10
0019-4565
CONICET Digital
CONICET
url http://hdl.handle.net/11336/223296
identifier_str_mv Zerbino, Raul Luis; Vivas Montes, Juan Carlos; Felipe, Ronald Cruz; Torrijos, Maria Celeste; Hours, Francisco; et al.; Strength and impact behavior of paving concrete incorporating discarded coconut coir fbers; Associated Cement Companies Ltd.; The Indian Concrete Journal; 97; 9; 9-2023; 1-10
0019-4565
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Associated Cement Companies Ltd.
publisher.none.fl_str_mv Associated Cement Companies Ltd.
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
_version_ 1849873663112773632
score 13.011256

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