Shear Behavior and Predictive Model of Desert Sand Concrete Beams Subjected to Freeze-Thaw Cycles.

Materials (Basel) · 2026 · PMC13362993 · PMID 42451803

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an increasing trendno p-value reported

(2) Effect of freeze–thaw cycles For the same replacement ratio the stirrup strain of DSCB exhibited an increasing trend with the number of freeze–thaw cycles, although the rates of increase varied.

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