dc.contributor | Grupo de Investigación Estructuras y Materiales - Gimeci | |
dc.creator | Morales Monroy, Humberto | |
dc.creator | Quiroga, Pedro Nel | |
dc.date.accessioned | 2023-06-09T19:44:01Z | |
dc.date.accessioned | 2023-09-06T21:17:32Z | |
dc.date.available | 2023-06-09T19:44:01Z | |
dc.date.available | 2023-09-06T21:17:32Z | |
dc.date.created | 2023-06-09T19:44:01Z | |
dc.date.issued | 2019 | |
dc.identifier | 0121-5132 | |
dc.identifier | https://repositorio.escuelaing.edu.co/handle/001/2405 | |
dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/8707343 | |
dc.description.abstract | Se 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. | |
dc.description.abstract | An 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. | |
dc.language | spa | |
dc.publisher | Universidad Escuela Colombiana de Ingeniería Julio Garavito | |
dc.publisher | Colombia | |
dc.relation | 75 | |
dc.relation | 67 | |
dc.relation | 113 | |
dc.relation | N/A | |
dc.relation | Revista De La Escuela Colombiana De Ingeniería | |
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dc.relation | AIS Comité 100 (2010). Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, D.C.: Asociación Colombiana de Ingeniería Sísmica. | |
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dc.rights | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.rights | info:eu-repo/semantics/openAccess | |
dc.rights | Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) | |
dc.title | Comportamiento de anclajes posinstalados en concreto de alta resistencia, sometidos a carga de tensión y corte | |
dc.type | Artículo de revista | |