Please use this identifier to cite or link to this item: http://repositorio.ufpso.edu.co/jspui/handle/123456789/3252
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dc.contributor.authorAfanador García, Nelson
dc.coverage.spatialOcaña, Norte de Santander, Colombiaen_US
dc.date.accessioned2021-09-20T22:11:23Z
dc.date.available2021-09-20T22:11:23Z
dc.date.issued2021-01-01
dc.identifier.citationFreitas de Almeida, I., de Sousa Alves, G. ., & Afanador-García, N. (2021). A study of DCT specimen in the verification of the influence of the geometric variation in the stress intensity factor. Revista Ingenio, 18(1), 10–16. https://doi.org/10.22463/2011642X.2375en_US
dc.identifier.issn2011-642Xen_US
dc.identifier.urihttp://repositorio.ufpso.edu.co/jspui/handle/123456789/3252
dc.description.abstractThe objective of this work is to verify the influence of the stress intensity factor in the 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.description.sponsorshipUniversidad Francisco de Paula Santander Ocañaen_US
dc.description.tableofcontentsspa
dc.language.isoengen_US
dc.publisherNelson Afanador Garcíaen_US
dc.relationhttps://revistas.ufps.edu.co/index.php/ingenio/article/view/2375/3397en_US
dc.relation.ispartofseriesCERG;ART17
dc.relation.urihttps://revistas.ufps.edu.co/index.php/ingenio/article/view/2375
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/2.5/co/*
dc.sourceRevista Ingenio, Volumen 18, Numero 1, Pags 10- 16, 2021
dc.sourceRevista Ingenio
dc.subjectHormigónen_US
dc.subjectEspécimen de prueba compacta de tensión en forma de discoen_US
dc.subjectMecánica de fracturaen_US
dc.subjectFactor de intensidad de tensiónen_US
dc.titleA study of DCT specimen in the verification of the influence of the geometric variation in the stress intensity factoren_US
dc.typeArtículoen_US
dc.title.translatedUn estudio de la probeta DCT en la verificación de la influencia de la variación geométrica en el factor de intensidad de la tensiónen_US
dc.description.abstractenglishThe objective of this work is to verify the influence of the stress intensity factor in the 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.proposalspa
dc.subject.keywordsConcreteen_US
dc.subject.keywordsDisk-shaped compact tension specimenen_US
dc.subject.keywordsFracture mechanicsen_US
dc.subject.keywordsStress fntensity factoren_US
dc.subject.lembspa
dc.identifier.instnameinstname:Universidad Francisco de Paula Santander Ocañaspa
dc.identifier.reponamereponame:Repositorio Institucional UFPSOspa
dc.identifier.repourlrepourl:https://repositorio.ufpso.edu.cospa
dc.publisher.facultyFacultad ingenieríasen_US
dc.publisher.grantorUniversidad Francisco de Paula Santander Ocañaspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.accessrightshttp://purl.org/coar/access_right/c_abf2
dc.rights.creativecommonsAtribución-NoComercial-SinDerivadas 2.5 Colombia*
dc.rights.localspa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.driverinfo:eu-repo/semantics/article
dc.type.localArtículoen_US
dc.type.redcolArtículo de investigación http://purl.org/redcol/resource_type/ART Artículo de divulgación http://purl.org/redcol/resource_type/ARTDIV
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, https://doi.org/10.1520/JTE20140312.en_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, http://dx. doi.org/10.1080/17797179.2017.1354578.en_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, https://doi.org/10.1155/2017/3040818.en_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, https://doi.org/10.1016/j.ijrmms.2019.01.001.en_US
dc.type.hasversioninfo:eu-repo/semantics/acceptedVersion
dc.identifier.DOI10.22463/2011642X.2375en_US
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