Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength

Descripción del Articulo

Concrete is currently one of the most widely used materials in the world, but its production involves the emission of significant amounts of CO2 due to cement manufacturing. To address this global issue, various materials and methods have been explored. In this context, the incorporation of graphene...

Descripción completa

Detalles Bibliográficos
Autores: Montoya, Ismael Eliú Rodas, Kam, Gabriela María Vallejos, Torres, Pablo Jhoel Peña
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/687148
Enlace del recurso:http://hdl.handle.net/10757/687148
Nivel de acceso:acceso abierto
Materia:CO2
compressive strength
concrete
Graphene Oxide
mechanical properties
splitting tensile strength
https://purl.org/pe-repo/ocde/ford#2.01.00
id UUPC_3e4b01930c91919469a1245ca2f2d962
oai_identifier_str oai:repositorioacademico.upc.edu.pe:10757/687148
network_acronym_str UUPC
network_name_str UPC-Institucional
repository_id_str 2670
dc.title.es_PE.fl_str_mv Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
title Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
spellingShingle Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
Montoya, Ismael Eliú Rodas
CO2
compressive strength
concrete
Graphene Oxide
mechanical properties
splitting tensile strength
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
title_full Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
title_fullStr Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
title_full_unstemmed Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
title_sort Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strength
author Montoya, Ismael Eliú Rodas
author_facet Montoya, Ismael Eliú Rodas
Kam, Gabriela María Vallejos
Torres, Pablo Jhoel Peña
author_role author
author2 Kam, Gabriela María Vallejos
Torres, Pablo Jhoel Peña
author2_role author
author
dc.contributor.author.fl_str_mv Montoya, Ismael Eliú Rodas
Kam, Gabriela María Vallejos
Torres, Pablo Jhoel Peña
dc.subject.es_PE.fl_str_mv CO2
compressive strength
concrete
Graphene Oxide
mechanical properties
splitting tensile strength
topic CO2
compressive strength
concrete
Graphene Oxide
mechanical properties
splitting tensile strength
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description Concrete is currently one of the most widely used materials in the world, but its production involves the emission of significant amounts of CO2 due to cement manufacturing. To address this global issue, various materials and methods have been explored. In this context, the incorporation of graphene oxide (GO) into concrete emerges as an innovative solution due to its remarkable physical and chemical properties. GO has been shown to enhance the mechanical properties of concrete, allowing target strength to be achieved with less cement. Therefore, this study aims to evaluate the influence of GO on the mechanical properties and workability of concrete. Four concrete mix designs were evaluated, consisting of a control group and three dosages (0.03%, 0.05%, and 0.08% GO relative to the cement weight). Tests were conducted for compressive strength, split tensile strength, and slump. Results indicate that the 0.08% dosage proved to be optimal, with a 22.71% increase in compressive strength and a 23.37% increase in split tensile strength at 28 days compared to the control mix. However, this dosage exhibited the lowest slump, measuring 139 mm. In conclusion, the incorporation of GO into concrete improves its strength, particularly at early stages, suggesting its potential for structures subjected to heavy loads from the outset.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-11-10T23:04:08Z
dc.date.available.none.fl_str_mv 2025-11-10T23:04:08Z
dc.date.issued.fl_str_mv 2025-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.11159/iccste25.148
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/687148
dc.identifier.eissn.none.fl_str_mv 23693002
dc.identifier.journal.es_PE.fl_str_mv International Conference on Civil Structural and Transportation Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-105012158963
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:105012158963
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.11159/iccste25.148
23693002
International Conference on Civil Structural and Transportation Engineering
2-s2.0-105012158963
SCOPUS_ID:105012158963
0000 0001 2196 144X
url http://hdl.handle.net/10757/687148
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.*.fl_str_mv Attribution 4.0 International
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution 4.0 International
http://creativecommons.org/licenses/by/4.0/
dc.format.es_PE.fl_str_mv application/pdf
dc.publisher.es_PE.fl_str_mv Avestia Publishing
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv International Conference on Civil Structural and Transportation Engineering
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/4/ICCSTE_148.pdf.txt
https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/3/license.txt
https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/2/license_rdf
https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/1/ICCSTE_148.pdf
bitstream.checksum.fl_str_mv afb7aea244cb17c3381622aa2bdcc38d
8a4605be74aa9ea9d79846c1fba20a33
0175ea4a2d4caec4bbcc37e300941108
b200d083357bb686b915d6cd289de5e6
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositorio Académico UPC
repository.mail.fl_str_mv upc@openrepository.com
_version_ 1849236127066619904
spelling 2a9db102ddaf461529732f8507234119300b313b3190d7c97702d73e178e573bc8130004aee9980b725fc813c0b6d342d0c3aaMontoya, Ismael Eliú RodasKam, Gabriela María VallejosTorres, Pablo Jhoel Peña2025-11-10T23:04:08Z2025-11-10T23:04:08Z2025-01-0110.11159/iccste25.148http://hdl.handle.net/10757/68714823693002International Conference on Civil Structural and Transportation Engineering2-s2.0-105012158963SCOPUS_ID:1050121589630000 0001 2196 144XConcrete is currently one of the most widely used materials in the world, but its production involves the emission of significant amounts of CO2 due to cement manufacturing. To address this global issue, various materials and methods have been explored. In this context, the incorporation of graphene oxide (GO) into concrete emerges as an innovative solution due to its remarkable physical and chemical properties. GO has been shown to enhance the mechanical properties of concrete, allowing target strength to be achieved with less cement. Therefore, this study aims to evaluate the influence of GO on the mechanical properties and workability of concrete. Four concrete mix designs were evaluated, consisting of a control group and three dosages (0.03%, 0.05%, and 0.08% GO relative to the cement weight). Tests were conducted for compressive strength, split tensile strength, and slump. Results indicate that the 0.08% dosage proved to be optimal, with a 22.71% increase in compressive strength and a 23.37% increase in split tensile strength at 28 days compared to the control mix. However, this dosage exhibited the lowest slump, measuring 139 mm. In conclusion, the incorporation of GO into concrete improves its strength, particularly at early stages, suggesting its potential for structures subjected to heavy loads from the outset.application/pdfengAvestia Publishinginfo:eu-repo/semantics/openAccessAttribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/CO2compressive strengthconcreteGraphene Oxidemechanical propertiessplitting tensile strengthhttps://purl.org/pe-repo/ocde/ford#2.01.00Mechanical Performance of Concrete with Graphene Oxide: Evaluation of Compressive and Splitting Tensile Strengthinfo:eu-repo/semantics/articleInternational Conference on Civil Structural and Transportation Engineeringreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPC2025-11-10T23:04:09ZTEXTICCSTE_148.pdf.txtICCSTE_148.pdf.txtExtracted texttext/plain26256https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/4/ICCSTE_148.pdf.txtafb7aea244cb17c3381622aa2bdcc38dMD54falseLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8908https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/2/license_rdf0175ea4a2d4caec4bbcc37e300941108MD52falseORIGINALICCSTE_148.pdfICCSTE_148.pdfapplication/pdf804675https://repositorioacademico.upc.edu.pe/bitstream/10757/687148/1/ICCSTE_148.pdfb200d083357bb686b915d6cd289de5e6MD51true10757/687148oai:repositorioacademico.upc.edu.pe:10757/6871482025-11-12 02:10:25.078Repositorio Académico UPCupc@openrepository.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
score 13.375797
Nota importante:
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).