Show simple item record

Comportamiento de anclajes posinstalados en concreto de alta resistencia, sometidos a carga de tensión y corte

dc.contributor.authorMorales Monroy, Humberto
dc.contributor.authorQuiroga, Pedro Nel
dc.date.accessioned2023-06-09T19:44:01Z
dc.date.available2023-06-09T19:44:01Z
dc.date.issued2019
dc.identifier.issn0121-5132spa
dc.identifier.urihttps://repositorio.escuelaing.edu.co/handle/001/2405
dc.description.abstractSe elaboró un programa experimental para determinar el comportamiento de anclajes posinstalados en concreto de alta resistencia. Se ensayaron un total de 78 barras a tensión y 36 a cortante, variando diámetros y profundidades de embebido. Se compararon los resultados obtenidos con las ecuaciones descritas en el reglamento colombiano NSR-10, así como en el reglamento americano ACI 318-14, y se concluyó que los anteriores predicen equívocamente la modalidad de falla de los anclajes adheridos.spa
dc.description.abstractAn experimental program to determine the behavior of post-installed anchors in high resistance concrete was developed. Stress was tested on 78 (tensile) and 36 (shear) rods, varying diameters and embedding depths. The results were compared with the equations found in the Colombian regulation NSR-10, as well as the American guideline ACI 318-14, concluding that these regulations wrongly predict the failure mode of attached anchors.eng
dc.format.extent9 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isospaspa
dc.publisherUniversidad Escuela Colombiana de Ingeniería Julio Garavitospa
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/spa
dc.titleComportamiento de anclajes posinstalados en concreto de alta resistencia, sometidos a carga de tensión y cortespa
dc.title.alternativeBehavior of post-installed anchors in high resistance concrete, subject to shear and tensile stresseng
dc.typeArtículo de revistaspa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.contributor.researchgroupGrupo de Investigación Estructuras y Materiales - Gimecispa
dc.publisher.placeColombiaspa
dc.relation.citationendpage75spa
dc.relation.citationstartpage67spa
dc.relation.citationvolume113spa
dc.relation.indexedN/Aspa
dc.relation.ispartofjournalRevista De La Escuela Colombiana De Ingenieríaeng
dc.relation.referencesACI Comitee 318 (2015). Building Code Requirements for Structural Concreto (ACI 318M-14) and Commentary. Michigan: American Concrete Institute.spa
dc.relation.referencesACI Comitee 355 (2011). Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4-11) and Commentary. Michigan: American Concrete Institute.spa
dc.relation.referencesACI Comitee 363 (2010). Report on High Strength Concrete (ACI 363R-10). Michigan: American Concrete Institute.spa
dc.relation.referencesAIS Comité 100 (2010). Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, D.C.: Asociación Colombiana de Ingeniería Sísmica.spa
dc.relation.referencesASTM E488 (2015). Standard test methods for Strength of Anchors in Concrete Elements. ASTM International.spa
dc.relation.referencesBaker, W. F., Korista, D. S., & Novak, L. C. (2008, March). Engineering the world’s tallest – Burj Dubai. Proceedings of CTBUH 8th World Congress “Tall & green: typology for a sustainable urban future”, 1–10.spa
dc.relation.referencesCaldarone, M. A. (2009). High-stregnth concrete. A practical guide. New York: Taylor & Francis.spa
dc.relation.referencesCattaneo, S., & Muciaccia, G. (2016). Adhesive anchors in high performance concrete. Materials and Structures, 2689-2700.spa
dc.relation.referencesEpackachi, S., Esmaili, O., Mirghaderi, S. R., & Behbahani, A.spa
dc.relation.referencesT. (2015). Behavior of adhesive bonded anchors under tension and shear loads. Journal of Constructional Steel Research, 114, 269–280.spa
dc.relation.referencesGonzález, F. J. (2014). Influencia de las condiciones de ejecución en la resistencia de anclajes en hormigón convencional y autocompactante (tesis doctoral). Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos. Madrid, España.spa
dc.relation.referencesGonzález-Isabel, G. (1993). Hormigón de alta resistencia. Madrid: Intemac.spa
dc.relation.referencesICC-ESR-3608 (n.d.). Table 19 – Example of allowable stress design (ASD) tension values for illustrative purposes.spa
dc.relation.referencesIslam, S., Afefy, H. M., Sennah, K., & Azimi, H. (2015). Bond characteristics of straight and headed-end, ribbed-surface, GFRP bars embedden in high-strenght concrete. Construction and Building Materials, 83, 283–298.spa
dc.relation.referencesRuda Arias, Y. M., & Páez Moreno, D. F. (2017). Anclajes posinstalados en concretos de alta resistencia. Ciencia e Ingeniería Neogranadina, 27(2), 137-156.spa
dc.relation.referencesWang, D., Wu, D., Ouyang, C., & Zhai, M. (2016). Performance and design of post-installed large diameter anchors in concrete. Construction and Building Materials, 114, 142-150.spa
dc.relation.referencesYilmaz, S., Özen, M., & Yardim, Y. (2013). Tensile behavior of post-installed chemical anchors embedded to low strenght concrete. Construction and Building Materials, 47, 861-866.spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)spa
dc.subject.proposalAlta resistenciaspa
dc.subject.proposalAnclajesspa
dc.subject.proposalConcretospa
dc.subject.proposalCortantespa
dc.subject.proposalEnsayosspa
dc.subject.proposalPosinstaladosspa
dc.subject.proposalTensiónspa
dc.subject.proposalHigh resistanceeng
dc.subject.proposalAnchorseng
dc.subject.proposalConcreteeng
dc.subject.proposalSheareng
dc.subject.proposalTestseng
dc.subject.proposalPostinstalledeng
dc.subject.proposalTensileeng
dc.type.coarhttp://purl.org/coar/resource_type/c_2df8fbb1spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa


Files in this item

Thumbnail
Name:
Comportamiento de anclajes ...
Size:
813.3Kb
Format:
PDF
Description:
Artículo de revista
View/Open

This item appears in the following Collection(s)

Show simple item record

https://creativecommons.org/licenses/by-nc-nd/4.0/
Except where otherwise noted, this item's license is described as https://creativecommons.org/licenses/by-nc-nd/4.0/