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...
| Autores: | , , |
|---|---|
| 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).
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).