Expansion Characteristics and Shear Behavior of Reinforced Concrete Beams Under Non-Uniform Expansion Induced by Alkali-Silica Reaction.

Materials (Basel) · 2025 · PMC11767118 · PMID 39859783

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a decreasing trendno p-value reported

Additionally, there appears to be a decreasing trend in crack formation after exposure to ASR, and an increase in immersion depth of the solution results in fewer cracks.

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