Determination of Polypropylene Fiber-Reinforced Concrete Compressive Strength and Elasticity Modulus via Ultrasonic Pulse Tests
Descripción del Articulo
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...
| Autores: | , , , |
|---|---|
| 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 |
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Artículo en Scopus |
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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 |
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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 |
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https://hdl.handle.net/20.500.12724/17833 https://doi.org/10.3390/app122010375 |
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eng |
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eng |
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urn:issn: 20763417 |
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info:eu-repo/semantics/openAccess |
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https://creativecommons.org/licenses/by-nc-sa/4.0/ |
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openAccess |
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https://creativecommons.org/licenses/by-nc-sa/4.0/ |
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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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 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).