Quantitative Crack Pattern Analysis for Understanding the Mechanical Degradation of ASR-Affected Concrete with Different Reactive Aggregate Sizes
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-59349-9_17
Reference13 articles.
1. Vo, D., et al.: Evaluation of structures affected by Alkali-Silica reaction (ASR) using homogenized modelling of reinforced concrete. Eng. Struct. 246, 112845 (2021). https://doi.org/10.1016/j.engstruct.2021.112845
2. Pan, J., Feng, Y.T., Jin, F., Zhang, C.: Numerical prediction of swelling in concrete arch dams affected by alkali-aggregate reaction. Eur. J. Environ. Civ. Eng. 17(4), 231–247 (2013). https://doi.org/10.1080/19648189.2013.771112
3. Ji, X., Joo, H.E., Yang, Z., Takahashi, Y.: Time-dependent Effect of Expansion due to Alkali-silica Reaction on Mechanical properties of Concrete. J. Adv. Concr. Technol. 19(6), 714–729 (2021). https://doi.org/10.3151/jact.19.714
4. Gong, F., Takahashi, Y., Segawa, I., Maekawa, K.: Mechanical properties of concrete with smeared cracking by alkali-silica reaction and freeze-thaw cycles. Cement Concr. Compos. 111, 103623 (2020). https://doi.org/10.1016/j.cemconcomp.2020.103623
5. Sanchez, L.F.M., Fournier, B., Jolin, M., Mitchell, D., Bastien, J.: Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures. Cem. Concr. Res. 93, 17–31 (2017). https://doi.org/10.1016/j.cemconres.2016.12.001
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