Published Dec 30, 2024



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Daniel M. Ruiz https://orcid.org/0000-0003-4164-0357

Diego-Alberto Espitia-Rojas https://orcid.org/0009-0009-0930-4346

Yezid A. Alvarado https://orcid.org/0000-0002-1260-8211

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Abstract

Abstract


One alternative to increase the capacity of an anchorage is the use of post-installed rebar with epoxy adhesive. This research analyzed anchor reinforcement alternatives for an installation case where the post-installed rebar had the same embedment depth as the original anchor. Monotonic tensile tests were performed to determine the percentage of load in-crease and to identify the best alternative through an efficiency analysis (additional load capacity/direct cost). In addition, cyclic tensile tests were performed to determine the load performance when the anchor was subjected to load and unload cycles. The best reinforcement alternative increased the load capacity of the anchor by 25%. It was also shown how loading and unloading cycles affect the distribution of forces in the steel bars of the anchorage system.


 


Resumen:


Una alternativa para aumentar la capacidad de un anclaje es el uso de barras de refuerzo postinstaladas con adhesivo epoxi. En esta investigación se analizaron alternativas de refuerzo de anclajes para un caso de instalación en el que la barra de refuerzo postinstalada tenía la misma profundidad de embebido que el anclaje original. Se realizaron ensayos de tracción monotónica para determinar el porcentaje de aumento de carga e identificar la mejor alternativa mediante un análisis de eficiencia (capacidad de carga adicional/coste directo). Además, se realizaron ensayos de tracción cíclica para determinar el comportamiento de la carga cuando el anclaje se sometía a ciclos de carga y descarga. La mejor alternativa de refuerzo aumentó la capacidad de carga del anclaje en un 25%. También se demostró cómo afectan los ciclos de carga y descarga a la distribución de fuerzas en las barras de acero del sistema de anclaje.

Keywords

Adhesive anchors, anchor reinforcement, monotonic loading, post-installed rebar, cyclic loading

References
[1] Mehmet Gesoglu, Turan Özturan, Melda Özel, y Erhan Güneyisi (2005). Tensile Behavior of Post-Installed Anchors in Plain and Steel Fiber Reinforced Normal- and High Strength Concretes. ACI Struct J, vol. 102, pp. 224–231. https://doi.org/10.14359/14273
[2] M. Philipp. (2012). Experimental Performance and Recommendations for Qualification of Post-installed Anchors for Seismic Applications. Institut für Werkstoffe im Bauwesen der Universität Stuttgart.
[3] N. Vita, A. Sharma, y J. Hofmann. (2019). Local strengthening of anchorages with post-installed (sup-plementary) reinforcement. En IOP Conference Series: Materials Science and Engineering. https://doi.org/10.1088/1757-899X/615/1/012093
[4] N. Vita, A. Sharma, y J. Hofmann. (2019). Strengthening of anchorages with post-installed supplementary reinforcement under shear loading. Otto-Graf-Journal, vol. 18, 357–368. https://www.mpa.uni-stuttgart.de/institut/publikationen/otto-graf-journal/new_downloadgallery/30_Vita.pdf
[5] American Concrete Institute. (2019). Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19).
[6] N. Vita, A. Sharma, y J. Hofmann (2022). Bonded anchors with post-installed supplementary reinforce-ment under tension loading – Experimental investigations. Eng Struct, vol. 252 https://doi.org/10.1016/j.engstruct.2021.113754
[7] S. Mousavi, P. Jiradilok, K. Nagai, y R. Sahamitmongkol, (2020). Discrete mesoscale analysis of adhesive anchors under tensile load taking into account post-installed reinforcement. Constr Build Mater, vol. 262. https://doi.org/10.1016/j.conbuildmat.2020.120778
[8] S. Mousavi, Y. Seyed, y R. Sahamitmongkol. (2021). Post-installed anchors in concrete strengthened by post-installed reinforcement under tensile load. European Journal of Environmental and Civil Engineer-ing, Vol. 26, No. 13, 6563–6582. https://doi.org/10.1080/19648189.2021.1948450
[9] S. Y. M. Siamakani, K. Nagai, P. Jiradilok, y R. Sahamitmongkol. (2022). Prevention of concrete breakout failure of expansion anchor in tension by post-installed reinforcement: Discrete analysis and experiment. Case Studies in Construction Materials, vol. 17, p. e01233. https://doi.org/10.1016/j.cscm.2022.e01233
[10] P. Mahrenholtz, R. Eligehausen, T. C. Hutchinson, y M. S. Hoehler. (2016). Behavior of post-installed an-chors tested by stepwise increasing cyclic load protocols. ACI Struct J, vol. 113, No. 5, 997–1008. https://doi.org/10.14359/51689023
[11] American Concrete Institute, ACI CODE-355.4-19 (Reapproved 2021). (2021). Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary.
[12] ASTM International. (2022). ASTM E488/E488M-22 Standard Test Methods for Strength of Anchors in Concrete Elements.
[13] ASTM International. (2023). A193/A193M − 23 Standard Specification for Alloy-Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications.
[14] ASTM International. (2022). ASTM A706/A706M-22a Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement.
[15] ASTM International. (2022). ASTM E8/E8M-22 Standard Test Methods for Tension Testing of Metallic Materials.
[16] ASTM International. (2021). ASTM C39/C39M-21 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
[17] ICC-ES Evaluation Report ESR-4057. (2023). A Subsidiary of the International Code Council. https://icc-es.org/report-listing/esr-4057/
[18] Simpson Strong-Tie. (2023). Adhesive Anchoring Installation Instructions. Simpson Strong-Tie. Ac-cessed: Oct. 02, 2023. https://www.strongtie.com/products/anchoring-systems/technical-notes/anchoring-adhesives/installation-instructions
[19] R. Eligehausen, R. Mallée, y J. F. S. Silva. (2006). Anchorage in Concrete Construction, vol. Primera Edición.
[20] Simpson Strong-Tie. (2023). Adhesive Cartridge Estimator. Simpson Strong-Tie. Accessed: Oct. 02, 2023. https://app.strongtie.com/ace?_ga=2.41083810.1889694015.1691092353-1986209455.1691092353
[21] Ministerio del Trabajo. República de Colombia. Mi Calculadora, Ministerio del Trabajo. Oct. 02, 2023. https://www.mintrabajo.gov.co/atencion-al-ciudadano/tramites-y-servicios/mi-calculadora
[22] Matthew S. Hoehler y Rolf Eligehausen. (2008). Behavior of Anchors in Cracked Concrete under Tension Cycling at Near-Ultimate Loads. ACI Struct J, pp. 601–608.
How to Cite
Ruiz Valencia, D. M., Espitia Rojas, D. A., & Alvarado Vargas, Y. A. (2024). Behavior of Adhesive Anchors Reinforced with Postinstalled Steel Bars under Monotonic and Cyclic Loading. Ingeniería Y Universidad, 28. https://doi.org/10.11144/Javeriana.iued28.baar
Section
Civil and environmental engineering