Research Article
Degradation Behavior of Concrete after Freeze-Thaw Cycles and Then Exposure to High Temperatures
Figure 13
Strain of the water-cooled concrete after freeze-thaw cycles at different heating temperatures. (a) Stress-strain curves of the unfrozen concrete at different temperatures. (b) Stress-strain curves of the freeze-thawed concrete with 25 cycles at different temperatures. (c) Stress-strain curves of the freeze-thawed concrete with 45 cycles at different temperatures. (d) Relative peak strain after freeze-thaw cycles at different temperatures.
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