Mostrar el registro sencillo del ítem
Estudio de muestras DCT en la verificación de la influencia de la variación geométrica en el factor de intensidad de tensión
| dc.contributor.author | Freitas de Almeida, Iago | |
| dc.contributor.author | De Sousa Alves, Gelson | |
| dc.contributor.author | Afanador García, Nelson | |
| dc.coverage.spatial | Colombia | en_US |
| dc.date.accessioned | 2025-10-07T13:09:50Z | |
| dc.date.available | 2025-10-07T13:09:50Z | |
| dc.date.issued | 2021-01-01 | |
| dc.identifier.issn | 2011-642X | en_US |
| dc.identifier.uri | https://repositorioinstitucional.ufpso.edu.co/xmlui/handle/20.500.14167/5676 | |
| dc.description.abstract | El objetivo de este trabajo es verificar la influencia de la variación geométrica en el factor de intensidad de tensión en un modelo de mecánica de fractura lineal elástica. El modelo consiste en un espécimen de prueba compacta de tensión en forma de disco (DCT) de material de hormigón. La metodología considera un estudio comparativo de un enfoque analítico a partir de la literatura y de simulaciones numéricas. Estas simulaciones numéricas se realizan en el programa ANSYS Workbench mediante el uso del Método de Elementos Finitos (MEF). Los resultados muestran que las soluciones obtenidas son satisfactorias para el estudio comparativo. | en_US |
| dc.language.iso | en_US | en_US |
| dc.relation | https://revistas.ufps.edu.co/index.php/ingenio/article/download/2375/3032 | en_US |
| dc.title | Estudio de muestras DCT en la verificación de la influencia de la variación geométrica en el factor de intensidad de tensión | en_US |
| dc.title.translated | A study of DCT specimen in the verification of the influence of the geometric variation in the stress intensity factor | en_US |
| dc.contributor.cvlac | Nelson Afanador García [0000226920] | en_US |
| dc.contributor.googlescholar | Nelson Afanador García [8Uk1lqUAAAAJ] | en_US |
| dc.contributor.orcid | Iago Freitas de Almeida [0000-0002-8002-0591] | en_US |
| dc.contributor.orcid | Gelson de Sousa Alves [0000-0003-2007-2338] | en_US |
| dc.contributor.orcid | Nelson Afanador García [0000-0001-5463-2036] | en_US |
| dc.contributor.researchgate | Iago Freitas de Almeida [Iago-Freitas-De-Almeida] | en_US |
| dc.contributor.researchgate | Gelson de Sousa Alves [Gelson-Alves] | en_US |
| dc.contributor.researchgate | Nelson Afanador García [Nelson-Afanador] | en_US |
| dc.contributor.scopus | Nelson Afanador García [57202680756] | en_US |
| dc.description.abstractenglish | The objective of this work is to verify the influence of the geometric variation in the stress intensity factor in a linear elastic fracture mechanics model. The model consists in a Disk-shaped Compact Tension specimen (DCT) of concrete material. The methodology considers a comparative study of an analytical approach from the literature and numerical simulations. These numerical simulations are performed in ANSYS Workbench program by the use of the Finite Element Method (FEM). The results show that the solutions obtained are satisfactory for the comparative study. | en_US |
| dc.subject.proposal | Hormigón | en_US |
| dc.subject.proposal | Espécimen de prueba compacta de tensión en forma de disco | en_US |
| dc.subject.proposal | Mecánica de fractura | en_US |
| dc.subject.proposal | Factor de intensidad de tensión | en_US |
| dc.subject.keywords | Concrete | en_US |
| dc.subject.keywords | Disk-shaped Compact Tension specimen | en_US |
| dc.subject.keywords | Fracture Mechanics | en_US |
| dc.subject.keywords | Stress Intensity Factor | en_US |
| dc.publisher.faculty | Facultad ingenierías | en_US |
| dc.type.redcol | http://purl.org/redcol/resource_type/ART | en_US |
| dc.relation.references | J. N. Reddy: An Introduction to the Finite Element Method. Singapore: McGraw-Hill, Second Edition, 1993. | en_US |
| dc.relation.references | A. Amirkhanian, D. Spring, J. Roesler, K. Park, G. Paulino. “Disk-shaped Compact Tension Test for Plain Concrete”, in T&DI Congress, Integrated Transportation and Development for a Better Tomorrow, 2011, pp. 688–698. | en_US |
| dc.relation.references | A. N. Amirkhanian, D. W. Spring, J. R. Roesler, G. H. Paulino. “Forward and Inverse Analysis of Concrete Fracture Using the Disk-Shaped Compact Tension Test”, Journal of Testing and Evaluation, vol. 44, no. 1, pp. 625–634, January 2016. Doi: https://doi.org/10.1520/JTE20140312 | en_US |
| dc.relation.references | J. Caicedo, A. Portela. “Direct computation of stress intensity factors in finite element method”, European Journal of Computational Mechanics, vol. 26, no. 3, pp. 309–335, July 2017. Doi: http://dx.doi.org/10.1080/17797179.2017.1354578 | en_US |
| dc.relation.references | J. Retama, A. G. Ayala. “Influence of Crumb-Rubber in the Mechanical Response of Modified Portland Cement Concrete”, Advances in Civil Engineering, vol. 2017, pp. 1–9, May 2017. Doi: https://doi.org/10.1155/2017/3040818 | en_US |
| dc.relation.references | J. Yang, H. Lian, W. Liang, V. P. Nguyen, S. P. A. Bordas. “Model I cohesive zone models of different rank coals”, International Journal of Rock Mechanics and Mining Sciences, vol. 115, pp. 145–156, March 2019. Doi: https://doi.org/10.1016/j.ijrmms.2019.01.001 | en_US |
| dc.relation.references | M. Janssen, J. Zuidema, and R. J. H. Wanhill: Fracture Mechanics. New York: VSSD, Second Edition, 2006. | en_US |
| dc.relation.references | T. L. Anderson: Fracture Mechanics – Fundamentals and Applications. Boca Raton: CRC Press, Taylor & Francis, Third edition, 2005. | en_US |
| dc.relation.references | N. A. García. “Quantificação da Incerteza em modelos de fratura e fadiga utilizando polinômios de expansão de caos”. PhD. dissertation, Department of Civil and Environmental Engineering, University of Brasília, Brasília, Brazil, 2019. | en_US |
| dc.relation.references | R. J. Sanford: Principles of Fracture Mechanics. Upper Saddle River, NJ: Prentice Hall, 2003. | en_US |
| dc.relation.references | H. Tada, P. C. Paris, and G. R. Irwin: The Stress Analysis of Cracks Handbook. New York: ASME Press, Third Edition, 2000. | en_US |
| dc.relation.references | American Society for Testing and Materials (ASTM): E399 – Standard test method for linear-elastic plane-strain fracture toughness KIC of metallic materials. United States, 2009, pp. 1–33 | en_US |
| dc.identifier.DOI | https://doi.org/10.22463/2011642X.2375 | en_US |
Ficheros en el ítem
Este ítem aparece en la(s) siguiente(s) colección(ones)
-
Artículos [53]



