Structural Behavior of Reinforced Concrete Beam Affected by Alkali Aggregate Reaction: A Systematic Review

International Journal of Civil Engineering
© 2024 by SSRG - IJCE Journal
Volume 11 Issue 10
Year of Publication : 2024
Authors : Morteda M. Radhi, Ahmed S. Ali
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How to Cite?

Morteda M. Radhi, Ahmed S. Ali, "Structural Behavior of Reinforced Concrete Beam Affected by Alkali Aggregate Reaction: A Systematic Review," SSRG International Journal of Civil Engineering, vol. 11,  no. 10, pp. 31-36, 2024. Crossref, https://doi.org/10.14445/23488352/IJCE-V11I10P103

Abstract:

Alkali-Aggregate Reaction (AAR) is a serious issue with Reinforced Concrete (RC) structures. The resulting expansion and cracking compromise the structural integrity. This systematic review aims to enhance the understanding of AAR and its influence on the structural behavior of RC beams, synthesizing the results of different studies in a comprehensive manner. A search strategy was conducted across databases, including Google Scholar, Library, Emerald Insight, Science Direct, and Wiley Online. The 1,387 studies found were reduced to 577 studies after 810 duplicates were removed. The titles and abstracts of 577 studies were screened, and 95 papers were subjected to full-text evaluation. Finally, 9 observational and retrospective studies were included in the systematic review. These studies were analyzed to assess the effects of AAR on the structural performance of RC beams. The review shows that AAR significantly reduces the shear capacity and overall load-carrying capacity of RC beams due to microcracking and decreased aggregate interlock. The same degradations are predicted correctly with finite element models and are also confirmed by experimental results. The network of cracks from AAR further facilitates the ingression of aggressive substances, leading to further deterioration. AAR seriously threatens the structural integrity and durability of RC beams. Effective mitigation strategies, early detection methods, and further research on advanced materials and modeling techniques are thus urgently needed to address these challenges and ensure the longevity of affected structures. Future research must target long-term field studies and novel mitigation strategies to ensure comprehensive solutions.

Keywords:

Alkali-aggregate, Concrete, Alkali-silica, Alkali-carbonate, Reinforced-concrete beams.

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