Influence of Surface Roughness on Durability of New-Old Concrete Interface
DOI:
https://doi.org/10.46604/aiti.2024.13533Keywords:
bonding strength, temperature, NaCl solution, permeabilityAbstract
The bond zone between old and new concrete is greatly affected by environmental factors. This study investigates the impact of surface roughness on durability using as-cast surface (CS), drilled holes surface (DS), and grooved surface (GS). After a 28-day water-curing, specimens undergo a 5% NaCl solution immersion for 30 and 60 days; exposure to temperatures of 200 ℃ and 500 ℃; and a water permeability test. Slant shear and splitting tensile tests assess durability. Results show that CS exhibits the greatest decrease in resistance to sodium chloride solution and temperature, while DS and GS show less pronounced effects. At 500 ℃, CS and DS specimens fail, whereas GS retains 50% and 75% of its shear and tensile strengths, respectively. GS has the lowest water permeability (7 × 10-11 m/s), followed by DS (1.2 × 10-10) and CS (1.5 × 10-10). Overall, surface roughness enhances durability and mitigates environmental effects.
References
B. Zhang, J. Yu, W. Chen, H. Liu, H. Li, and H. Guo, “Experimental Study on Bond Performance of NC-UHPC Interfaces with Different Roughness and Substrate Strength,” Materials, vol. 16, no. 7, article no. 2708, April 2023.
B. A. Tayeh, B. H. Abu Bakar, M. A. Megat Johari, and Y. L. Voo, “Mechanical and Permeability Properties of the Interface between Normal Concrete Substrate and Ultra High Performance Fiber Concrete Overlay,” Construction and Building Materials, vol. 36, pp. 538-548, November 2012.
P. M. D. Santos and E. N. B. S. Júlio, “Factors Affecting Bond between New and Old Concrete,” ACI Materials Journal, vol. 108, no. 4, pp. 449-456, July 2011.
E. N. B. S. Júlio, F. A. B. Branco, and V. D. Silva, “Concrete-to-Concrete Bond Strength. Influence of the Roughness of the Substrate Surface,” Construction and Building Materials, vol. 18, no. 9, pp. 675-681, November 2004.
A. R. Sreadha, C. Pany, and M. V. Varkey, “A Review on Seismic Retrofit of Beam-Column Joints,” International Journal for Modern Trends in Science and Technology, vol. 6, no. 9, pp. 80-93, September 2020.
Y. Zhang, P. Zhu, Z. Liao, and L. Wang, “Interfacial Bond Properties between Normal Strength Concrete Substrate and Ultra-High Performance Concrete as a Repair Material,” Construction and Building Materials, vol. 235, article no. 117431, February 2020.
B. A. Tayeh, B. H. Abu Bakar, and M. A. Megat Johari, “Characterization of the Interfacial Bond between Old Concrete Substrate and Ultra High Performance Fiber Concrete Repair Composite,” Materials and Structures, vol. 46, no. 5, pp. 743-753, May 2013.
D. Daneshvar, A. Behnood, and A. Robisson, “Interfacial Bond in Concrete-to-Concrete Composites: A Review,” Construction and Building Materials, vol. 359, article no. 129195, December 2022.
D. Daneshvar, K. Deix, and A. Robisson, “Effect of Casting and Curing Temperature on the Interfacial Bond Strength of Epoxy Bonded Concretes,” Construction and Building Materials, vol. 307, article no. 124328, November 2021.
S. Gao, X. Zhao, J. Qiao, Y. Guo, and G. Hu, “Study on the Bonding Properties of Engineered Cementitious Composites (ECC) and Existing Concrete Exposed to High Temperature,” Construction and Building Materials, vol. 196, pp. 330-344, January 2019.
Q. Chen, R. Ma, H. Li, Z. Jiang, H. Zhu, and Z. Yan, “Effect of Chloride Attack on the Bonded Concrete System Repaired by UHPC,” Construction and Building Materials, vol. 272, article no. 121971, February 2021.
Z. Ding, J. Wen, X. Li, and X. Yang, “Permeability of the Bonding Interface between Strain-Hardening Cementitious Composite and Normal Concrete,” AIP Advances, vol. 9, no. 5, article no. 055107, May 2019.
Y. Zhao, S. Lian, J. Bi, C. Wang, and K. Zheng, “Study on Freezing-Thawing Damage Mechanism and Evolution Model of Concrete,” Theoretical and Applied Fracture Mechanics, vol. 121, article no. 103439, October 2022.
A. Mallat and A. Alliche, “Mechanical Investigation of Two Fiber-Reinforced Repair Mortars and the Repaired System,” Construction and Building Materials, vol. 25, no. 4, pp. 1587-1595, April 2011.
S. H. Abo Sabah, N. L. Zainal, N. Muhamad Bunnori, M. A. Megat Johari, and M. H. Hassan, “Interfacial Behavior between Normal Substrate and Green Ultra-High-Performance Fiber-Reinforced Concrete under Elevated Temperatures,” Structural Concrete, vol. 20, no. 6, pp. 1896-1908, December 2019.
Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear, ASTM C882, 1999.
Testing Hardened Concrete - Part 6: Tensile Splitting Strength of Test Specimens, BS EN 12390-6, 2009.
Testing Hardened Concrete - Part 8: Depth of Penetration of Water Under Pressure, BS EN 12390-8, 2009.
S. I. Ahmad, M. S. Rahman, and M. S. Alam, “Water Permeability Properties of Concrete Made from Recycled Brick Concrete as Coarse Aggregate,” IOP Conference Series: Materials Science and Engineering, vol. 809, article no. 012015, 2020.
Concrete Repair Guide, ACI 546R-96, 1996.
J. Liu, K. Tang, D. Pan, Z. Lei, W. Wang, and F. Xing, “Surface Chloride Concentration of Concrete under Shallow Immersion Conditions,” Materials, vol. 7, no. 9, pp. 6620-6631, September 2014.
I. De La Varga, J. F. Muñoz, D. P. Bentz, R. P. Spragg, P. E. Stutzman, and B. A. Graybeal, “Grout-Concrete Interface Bond Performance: Effect of Interface Moisture on the Tensile Bond Strength and Grout Microstructure,” Construction and Building Materials, vol. 170, pp. 747-756, May 2018.
B. Behforouz, D. Tavakoli, M. Gharghani, and A. Ashour, “Bond Strength of the Interface between Concrete Substrate and Overlay Concrete Containing Fly Ash Exposed to High Temperature,” Structures, vol. 49, pp. 183-197, March 2023.
I. Hager, “Behaviour of Cement Concrete at High Temperature,” Bulletin of the Polish Academy of Sciences Technical Sciences, vol. 61, no. 1, pp. 145-154, 2013.
M. Castellote, C. Alonso, C. Andrade, X. Turrillas, and J. Campo, “Composition and Microstructural Changes of Cement Pastes upon Heating, as Studied by Neutron Diffraction,” Cement and Concrete Research, vol. 34, no. 9, pp. 1633-1644, September 2004.
J. Fan, L. Wu, and B. Zhang, “Influence of Old Concrete Age, Interface Roughness and Freeze-Thawing Attack on New-to-Old Concrete Structure,” Materials, vol. 14, no. 5, article no. 1057, March 2021.
F. Rendell, R. Jauberthie, and M. Grantham, Deteriorated Concrete: Inspection and Physicochemical Analysis, London: Thomas Telford, 2002.
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Nurdeen Mohamed Altwair, Younis Omran Yacoub, Abdualhamid Mohamed Alsharif, Lamen Saleh Sryh
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Submission of a manuscript implies: that the work described has not been published before that it is not under consideration for publication elsewhere; that if and when the manuscript is accepted for publication. Authors can retain copyright in their articles with no restrictions. is accepted for publication. Authors can retain copyright of their article with no restrictions.
Since Jan. 01, 2019, AITI will publish new articles with Creative Commons Attribution Non-Commercial License, under The Creative Commons Attribution Non-Commercial 4.0 International (CC BY-NC 4.0) License.
The Creative Commons Attribution Non-Commercial (CC-BY-NC) License permits use, distribution and reproduction in any medium, provided the original work is properly cited and is not used for commercial purposes.