Show simple item record

dc.contributor.authorFreitas de Almeida, Iago
dc.contributor.authorDe Sousa Alves, Gelson
dc.contributor.authorAfanador García, Nelson
dc.coverage.spatialColombiaen_US
dc.date.accessioned2025-10-07T13:09:50Z
dc.date.available2025-10-07T13:09:50Z
dc.date.issued2021-01-01
dc.identifier.issn2011-642Xen_US
dc.identifier.urihttps://repositorioinstitucional.ufpso.edu.co/xmlui/handle/20.500.14167/5676
dc.description.abstractEl 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.isoen_USen_US
dc.relationhttps://revistas.ufps.edu.co/index.php/ingenio/article/download/2375/3032en_US
dc.titleEstudio de muestras DCT en la verificación de la influencia de la variación geométrica en el factor de intensidad de tensiónen_US
dc.title.translatedA study of DCT specimen in the verification of the influence of the geometric variation in the stress intensity factoren_US
dc.contributor.cvlacNelson Afanador García [0000226920]en_US
dc.contributor.googlescholarNelson Afanador García [8Uk1lqUAAAAJ]en_US
dc.contributor.orcidIago Freitas de Almeida [0000-0002-8002-0591]en_US
dc.contributor.orcidGelson de Sousa Alves [0000-0003-2007-2338]en_US
dc.contributor.orcidNelson Afanador García [0000-0001-5463-2036]en_US
dc.contributor.researchgateIago Freitas de Almeida [Iago-Freitas-De-Almeida]en_US
dc.contributor.researchgateGelson de Sousa Alves [Gelson-Alves]en_US
dc.contributor.researchgateNelson Afanador García [Nelson-Afanador]en_US
dc.contributor.scopusNelson Afanador García [57202680756]en_US
dc.description.abstractenglishThe 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.proposalHormigónen_US
dc.subject.proposalEspécimen de prueba compacta de tensión en forma de discoen_US
dc.subject.proposalMecánica de fracturaen_US
dc.subject.proposalFactor de intensidad de tensiónen_US
dc.subject.keywordsConcreteen_US
dc.subject.keywordsDisk-shaped Compact Tension specimenen_US
dc.subject.keywordsFracture Mechanicsen_US
dc.subject.keywordsStress Intensity Factoren_US
dc.publisher.facultyFacultad ingenieríasen_US
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTen_US
dc.relation.referencesJ. N. Reddy: An Introduction to the Finite Element Method. Singapore: McGraw-Hill, Second Edition, 1993.en_US
dc.relation.referencesA. 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.referencesA. 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/JTE20140312en_US
dc.relation.referencesJ. 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/10.1080/17797179.2017.1354578en_US
dc.relation.referencesJ. 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/10.1155/2017/3040818en_US
dc.relation.referencesJ. 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.2019.01.001en_US
dc.relation.referencesM. Janssen, J. Zuidema, and R. J. H. Wanhill: Fracture Mechanics. New York: VSSD, Second Edition, 2006.en_US
dc.relation.referencesT. L. Anderson: Fracture Mechanics – Fundamentals and Applications. Boca Raton: CRC Press, Taylor & Francis, Third edition, 2005.en_US
dc.relation.referencesN. 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.referencesR. J. Sanford: Principles of Fracture Mechanics. Upper Saddle River, NJ: Prentice Hall, 2003.en_US
dc.relation.referencesH. 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.referencesAmerican 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. 1–33en_US
dc.identifier.DOIhttps://doi.org/10.22463/2011642X.2375en_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record