Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete
The fulfillment of the resistance to the compression as a fundamental property of the concrete, during the process of execution of a work, constitutes great work for all the factors that intervene in the constructive process. The same concrete cannot be suitable for all structures, many times when u...
- Autores:
-
De La Iglesia, J
Murillo, Michel
Borrero Restrepo, D
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2021
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/8151
- Acceso en línea:
- https://hdl.handle.net/11323/8151
https://doi:10.1088/1757-899X/1126/1/012050
https://repositorio.cuc.edu.co/
- Palabra clave:
- Core cylinders
Concrete
Strength
- Rights
- openAccess
- License
- CC0 1.0 Universal
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Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| title |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| spellingShingle |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete Core cylinders Concrete Strength |
| title_short |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| title_full |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| title_fullStr |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| title_full_unstemmed |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| title_sort |
Study of the importance of core cylinders in the monitoring of the compressive strength of the concrete |
| dc.creator.fl_str_mv |
De La Iglesia, J Murillo, Michel Borrero Restrepo, D |
| dc.contributor.author.spa.fl_str_mv |
De La Iglesia, J Murillo, Michel Borrero Restrepo, D |
| dc.subject.spa.fl_str_mv |
Core cylinders Concrete Strength |
| topic |
Core cylinders Concrete Strength |
| description |
The fulfillment of the resistance to the compression as a fundamental property of the concrete, during the process of execution of a work, constitutes great work for all the factors that intervene in the constructive process. The same concrete cannot be suitable for all structures, many times when using the same mixture, failures can occur with relevant damage. This situation frequently occurs at construction sites and resources must be allocated to repair structures to guarantee their useful life. This research aims to focus on the importance of performing compressive strength tests and taking enough samples for reliable results. For this purpose, 36 concrete test samples were taken from different structural elements of work according to the requirements of the standard. Subsequently, the laboratory tests were carried out at 7, 14, 28, and 56 days with a control cylinder, to analyze the behavior of each sample according to the concrete specifications requested for the different types of structures. From the results obtained, we could observe the differences in the percentages achieved by each of the samples and the type of failure presented, in turn, the importance of the control cylinder, for the monitoring of the strength of the concrete. |
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2021 |
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2021-04-15T13:11:13Z |
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2021 |
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https://hdl.handle.net/11323/8151 |
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Corporación Universidad de la Costa |
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eng |
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eng |
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[1] J. F. Moretti, C. R. Minussi, J. L. Akasaki, C. F. Fioriti, J. L. P. Melges, and M. M. Tashima, “Previsão do módulo de elasticidade e da resistência à compressão de corpos de prova de concreto por meio de redes neurais artificiais,” Acta Sci. - Technol., vol. 38, no. 1, pp. 65–70, 2016, doi: 10.4025/actascitechnol.v38i1.27194. [2] S. K. Sateshkumar, P. O. Awoyera, T. Kandasamy, S. Nagaraj, P. Murugesan, and B. Ponnusamy, “Impact resistance of high strength chopped basalt fibre-reinforced concrete,” Rev. la Constr., vol. 17, no. 2, pp. 240–249, 2018, doi: 10.7764/RDLC.17.2.240. [3] A. F. Domínguez and J. J. H. Albear, “Factores de corrección a la resistencia a compresión de testigos de hormigón. Análisis crítico de las normas cubanas e internacionales,” Inf. la Constr., vol. 69, no. 547, pp. 1–9, 2017, doi: 10.3989/id53723. [4] E. Cappelari, C. Giodani, S. T. H. Dapper, and A. B. Masuero, “Influence of concretes compressive strength on superficial wettability,” Rev. Mater., vol. 25, no. 1, 2020, doi: 10.1590/s1517-707620200001.0907. [5] R. Chaupis and M. Angel, “UNIVERSIDAD SAN PEDRO FACULTAD DE INGENIERIA Resistencia a compresión de un concreto f ´ c = 210 kg / cm2 al sustituir al cemento en 4 %, 6 % y 8 % por cascara de huevo,” 2019. [6] J. A. Correa-Yepes, N. Rojas-Reyes, and J. I. Tobón, “Effect of fly ash and silica fume on rheology, compressive strength and self-compacting in cement mixtures,” DYNA, vol. 85, no. 206, pp. 59–68, 2018, doi: 10.15446/dyna.v85n206.68960. [7] M. Galván-Ceballos and I. A. Restrepo, “Resistance correlation with compression uniaxial effective humidity and porous rocks,” Dyna, vol. 83, no. 198, pp. 9–15, 2016, doi: 10.15446/dyna.v83n198.53151. [8] Abazid, Mohammad, Hüseyin Gökçekuş, and Tahir Celik. "Implementation of TQM and the Integration of BIM in the Construction Management Sector in Saudi Arabia Validated with Hybridized Emerging Harris Hawks Optimization (HHO)." (2021). [9] M. Antonio, “RESISTENCIA A LA COMPRENSIÓN ULTRASONIDO Marco Antonio Céspedes García,” p. 112, 2003. [10] E. I. Moreno and J. Varela-rivera, “Resistencia a Tensión Del Concreto Tensile Strength of Concrete With High Absorption Limestone Aggregate,” vol. 8, 2016, [Online]. Available: http://www.scielo.org.mx/pdf/ccid/v8n1/2007-3011-ccid-8-01-00035.pdf. [11] J. Toirac Corral, “Caracterización granulométrica de las plantas productoras de arena en la República Dominicana, su impacto en la calidad y costo del hormigón,” Cienc. Soc., vol. 37, no. 3, pp. 293–334, 2012, doi: 10.22206/cys.2012.v37i3.pp293-334. [12] A. Alfeehan, M. Mohammed, M. Jasim, U. Fadehl, and F. Habeeb, “Utilizing industrial metal wastes in one-way ribbed reinforced concrete panels,” Rev. Ing. Constr., vol. 35, no. 3, pp. 246–256, 2020, doi: 10.4067/S0718-50732020000300246. |
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De La Iglesia, JMurillo, MichelBorrero Restrepo, D2021-04-15T13:11:13Z2021-04-15T13:11:13Z20211757-89811757-899Xhttps://hdl.handle.net/11323/8151https://doi:10.1088/1757-899X/1126/1/012050Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The fulfillment of the resistance to the compression as a fundamental property of the concrete, during the process of execution of a work, constitutes great work for all the factors that intervene in the constructive process. The same concrete cannot be suitable for all structures, many times when using the same mixture, failures can occur with relevant damage. This situation frequently occurs at construction sites and resources must be allocated to repair structures to guarantee their useful life. This research aims to focus on the importance of performing compressive strength tests and taking enough samples for reliable results. For this purpose, 36 concrete test samples were taken from different structural elements of work according to the requirements of the standard. Subsequently, the laboratory tests were carried out at 7, 14, 28, and 56 days with a control cylinder, to analyze the behavior of each sample according to the concrete specifications requested for the different types of structures. From the results obtained, we could observe the differences in the percentages achieved by each of the samples and the type of failure presented, in turn, the importance of the control cylinder, for the monitoring of the strength of the concrete.De La Iglesia, JMurillo, Michel-will be generated-orcid-0000-0002-2674-1048-600Borrero Restrepo, Dapplication/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2IOP Conference Series: Materials Science and Engineeringhttps://iopscience.iop.org/article/10.1088/1757-899X/1126/1/012050Core cylindersConcreteStrengthStudy of the importance of core cylinders in the monitoring of the compressive strength of the concreteArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersion[1] J. F. Moretti, C. R. Minussi, J. L. Akasaki, C. F. Fioriti, J. L. P. Melges, and M. M. Tashima, “Previsão do módulo de elasticidade e da resistência à compressão de corpos de prova de concreto por meio de redes neurais artificiais,” Acta Sci. - Technol., vol. 38, no. 1, pp. 65–70, 2016, doi: 10.4025/actascitechnol.v38i1.27194.[2] S. K. Sateshkumar, P. O. Awoyera, T. Kandasamy, S. Nagaraj, P. Murugesan, and B. Ponnusamy, “Impact resistance of high strength chopped basalt fibre-reinforced concrete,” Rev. la Constr., vol. 17, no. 2, pp. 240–249, 2018, doi: 10.7764/RDLC.17.2.240.[3] A. F. Domínguez and J. J. H. Albear, “Factores de corrección a la resistencia a compresión de testigos de hormigón. Análisis crítico de las normas cubanas e internacionales,” Inf. la Constr., vol. 69, no. 547, pp. 1–9, 2017, doi: 10.3989/id53723.[4] E. Cappelari, C. Giodani, S. T. H. Dapper, and A. B. Masuero, “Influence of concretes compressive strength on superficial wettability,” Rev. Mater., vol. 25, no. 1, 2020, doi: 10.1590/s1517-707620200001.0907.[5] R. Chaupis and M. Angel, “UNIVERSIDAD SAN PEDRO FACULTAD DE INGENIERIA Resistencia a compresión de un concreto f ´ c = 210 kg / cm2 al sustituir al cemento en 4 %, 6 % y 8 % por cascara de huevo,” 2019.[6] J. A. Correa-Yepes, N. Rojas-Reyes, and J. I. Tobón, “Effect of fly ash and silica fume on rheology, compressive strength and self-compacting in cement mixtures,” DYNA, vol. 85, no. 206, pp. 59–68, 2018, doi: 10.15446/dyna.v85n206.68960.[7] M. Galván-Ceballos and I. A. Restrepo, “Resistance correlation with compression uniaxial effective humidity and porous rocks,” Dyna, vol. 83, no. 198, pp. 9–15, 2016, doi: 10.15446/dyna.v83n198.53151.[8] Abazid, Mohammad, Hüseyin Gökçekuş, and Tahir Celik. "Implementation of TQM and the Integration of BIM in the Construction Management Sector in Saudi Arabia Validated with Hybridized Emerging Harris Hawks Optimization (HHO)." (2021).[9] M. Antonio, “RESISTENCIA A LA COMPRENSIÓN ULTRASONIDO Marco Antonio Céspedes García,” p. 112, 2003.[10] E. I. Moreno and J. Varela-rivera, “Resistencia a Tensión Del Concreto Tensile Strength of Concrete With High Absorption Limestone Aggregate,” vol. 8, 2016, [Online]. Available: http://www.scielo.org.mx/pdf/ccid/v8n1/2007-3011-ccid-8-01-00035.pdf.[11] J. Toirac Corral, “Caracterización granulométrica de las plantas productoras de arena en la República Dominicana, su impacto en la calidad y costo del hormigón,” Cienc. Soc., vol. 37, no. 3, pp. 293–334, 2012, doi: 10.22206/cys.2012.v37i3.pp293-334.[12] A. Alfeehan, M. Mohammed, M. Jasim, U. Fadehl, and F. Habeeb, “Utilizing industrial metal wastes in one-way ribbed reinforced concrete panels,” Rev. Ing. 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