Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests

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Compressive strength and elasticity modulus are the main mechanical properties of concrete. The non-destructive ultrasound pulse test can be used to determine these properties without compromising the structure’s integrity. This study seeks to assess whether a correlation exists (1) between the Rein...

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Detalles Bibliográficos
Autores: Del Savio, Alexandre Almeida, La Torre Esquivel, Darwin, Carrillo, Julian, Chi Yep, Emilio Jose
Formato: artículo
Fecha de Publicación:2022
Institución:Universidad de Lima
Repositorio:ULIMA-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.ulima.edu.pe:20.500.12724/17833
Enlace del recurso:https://hdl.handle.net/20.500.12724/17833
https://doi.org/10.3390/app122010375
Nivel de acceso:acceso abierto
Materia:Concrete
Elastic analysis (Engineering)
Thermoplastics
Concreto
Análisis elástico (Ingeniería)
Termoplásticos
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.en_EN.fl_str_mv Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
title Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
spellingShingle Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
Del Savio, Alexandre Almeida
Concrete
Elastic analysis (Engineering)
Thermoplastics
Concreto
Análisis elástico (Ingeniería)
Termoplásticos
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
title_full Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
title_fullStr Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
title_full_unstemmed Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
title_sort Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
author Del Savio, Alexandre Almeida
author_facet Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
Carrillo, Julian
Chi Yep, Emilio Jose
author_role author
author2 La Torre Esquivel, Darwin
Carrillo, Julian
Chi Yep, Emilio Jose
author2_role author
author
author
dc.contributor.other.none.fl_str_mv Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
dc.contributor.student.none.fl_str_mv Chi Yep, Emilio Jose (Ingeniería Civil)
dc.contributor.author.fl_str_mv Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
Carrillo, Julian
Chi Yep, Emilio Jose
dc.subject.en_EN.fl_str_mv Concrete
Elastic analysis (Engineering)
Thermoplastics
topic Concrete
Elastic analysis (Engineering)
Thermoplastics
Concreto
Análisis elástico (Ingeniería)
Termoplásticos
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.es_PE.fl_str_mv Concreto
Análisis elástico (Ingeniería)
Termoplásticos
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description Compressive strength and elasticity modulus are the main mechanical properties of concrete. The non-destructive ultrasound pulse test can be used to determine these properties without compromising the structure’s integrity. This study seeks to assess whether a correlation exists (1) between the Reinforcement Index (RI) and the mechanical properties, (2) between the RI and the dynamic properties, and (3) among the dynamic properties of polypropylene fiber-reinforced concrete. The RI was modified through fiber volume fraction (0, 0.4, 0.8 and 1.2%) and fiber length (40, 50 and 60 mm). The dynamic properties were assessed through dynamic elasticity modulus and ultrasonic pulse velocity (UPV), which were determined by direct, semi-direct, and indirect prospect methods. Finally, compressive strength, static elasticity modulus, and Poisson’s ratio were assessed through destructive tests. Their relationship with UPV and the dynamic elasticity modulus is also subsequently studied. The results reveal a correlation between RI and compressive strength and UPV; however, the static elasticity modulus only exhibits a correlation with UPV in one of its measurement methods. Finally, empirical models were developed for predicting compressive strength, elasticity modulus as a function of ultrasonic pulse velocity and RI, and dynamic elasticity modulus as a function of compressive strength and RI.
publishDate 2022
dc.date.accessioned.none.fl_str_mv 2023-03-07T14:53:59Z
dc.date.available.none.fl_str_mv 2023-03-07T14:53:59Z
dc.date.issued.fl_str_mv 2022
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.other.none.fl_str_mv Artículo en Scopus
format article
dc.identifier.citation.es_PE.fl_str_mv Del Savio, A. A., La Torre Esquivel, D., Carrillo, J. & Chi Yep, E. (2022). Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests. Applied Sciences, 12(20). https://doi.org/10.3390/app122010375
dc.identifier.issn.none.fl_str_mv 2076-3417
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12724/17833
dc.identifier.journal.none.fl_str_mv Applied Sciences
dc.identifier.isni.none.fl_str_mv 0000000121541816
dc.identifier.doi.none.fl_str_mv https://doi.org/10.3390/app122010375
dc.identifier.scopusid.none.fl_str_mv 2-s2.0-85140433998
identifier_str_mv Del Savio, A. A., La Torre Esquivel, D., Carrillo, J. & Chi Yep, E. (2022). Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests. Applied Sciences, 12(20). https://doi.org/10.3390/app122010375
2076-3417
Applied Sciences
0000000121541816
2-s2.0-85140433998
url https://hdl.handle.net/20.500.12724/17833
https://doi.org/10.3390/app122010375
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language eng
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eu_rights_str_mv openAccess
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dc.publisher.none.fl_str_mv MDPI
dc.publisher.country.none.fl_str_mv CH
publisher.none.fl_str_mv MDPI
dc.source.none.fl_str_mv Repositorio Institucional - Ulima
Universidad de Lima
reponame:ULIMA-Institucional
instname:Universidad de Lima
instacron:ULIMA
instname_str Universidad de Lima
instacron_str ULIMA
institution ULIMA
reponame_str ULIMA-Institucional
collection ULIMA-Institucional
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spelling Del Savio, Alexandre AlmeidaLa Torre Esquivel, DarwinCarrillo, JulianChi Yep, Emilio JoseDel Savio, Alexandre AlmeidaLa Torre Esquivel, DarwinChi Yep, Emilio Jose (Ingeniería Civil)2023-03-07T14:53:59Z2023-03-07T14:53:59Z2022Del Savio, A. A., La Torre Esquivel, D., Carrillo, J. & Chi Yep, E. (2022). Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests. Applied Sciences, 12(20). https://doi.org/10.3390/app1220103752076-3417https://hdl.handle.net/20.500.12724/17833Applied Sciences0000000121541816https://doi.org/10.3390/app1220103752-s2.0-85140433998Compressive strength and elasticity modulus are the main mechanical properties of concrete. The non-destructive ultrasound pulse test can be used to determine these properties without compromising the structure’s integrity. This study seeks to assess whether a correlation exists (1) between the Reinforcement Index (RI) and the mechanical properties, (2) between the RI and the dynamic properties, and (3) among the dynamic properties of polypropylene fiber-reinforced concrete. The RI was modified through fiber volume fraction (0, 0.4, 0.8 and 1.2%) and fiber length (40, 50 and 60 mm). The dynamic properties were assessed through dynamic elasticity modulus and ultrasonic pulse velocity (UPV), which were determined by direct, semi-direct, and indirect prospect methods. Finally, compressive strength, static elasticity modulus, and Poisson’s ratio were assessed through destructive tests. Their relationship with UPV and the dynamic elasticity modulus is also subsequently studied. The results reveal a correlation between RI and compressive strength and UPV; however, the static elasticity modulus only exhibits a correlation with UPV in one of its measurement methods. Finally, empirical models were developed for predicting compressive strength, elasticity modulus as a function of ultrasonic pulse velocity and RI, and dynamic elasticity modulus as a function of compressive strength and RI.application/htmlengMDPICHurn:issn: 20763417info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/4.0/Repositorio Institucional - UlimaUniversidad de Limareponame:ULIMA-Institucionalinstname:Universidad de Limainstacron:ULIMAConcreteElastic analysis (Engineering)ThermoplasticsConcretoAnálisis elástico (Ingeniería)Termoplásticoshttps://purl.org/pe-repo/ocde/ford#2.01.00Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Testsinfo:eu-repo/semantics/articleArtículo en ScopusDel Savio, Alexandre Almeida (Ingeniería Civil)La Torre Esquivel, Darwin (Ingeniería Industrial)La Torre Esquivel, Darwin (Ingeniería Civil)Del Savio, Alexandre Almeida ( Civil Engineering Department, Universidad de Lima)La Torre Esquivel, Darwin ( Civil Engineering Department, Universidad de Lima)009LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.ulima.edu.pe/bitstream/20.500.12724/17833/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81037https://repositorio.ulima.edu.pe/bitstream/20.500.12724/17833/2/license_rdf8fc46f5e71650fd7adee84a69b9163c2MD5220.500.12724/17833oai:repositorio.ulima.edu.pe:20.500.12724/178332024-10-23 11:33:16.395Repositorio Universidad de Limarepositorio@ulima.edu.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