Experimental study on dynamic mechanical properties and damage mechanisms models of concrete under freeze-thaw cycles.

8 , the residual strains after 0–10 F-T cycles exhibited a decreasing trend, which contrasts with the findings reported by Huang et al. 45 .

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The mean residual strain exhibited a clear trend with respect to the number of F-T cycles, steadily increasing as the cycles progressed, albeit at a modest rate.

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