Advances in Materials Science and Engineering / 2019 / Article / Fig 6

Research Article

Degradation Behavior of Concrete after Freeze-Thaw Cycles and Then Exposure to High Temperatures

Figure 6

The failure modes of specimens after different freeze-thaw cycles and different temperatures cooled by spray water: (a) 20°C, (b) 300°C, (c) 400°C, and (d) 500°C.
(a)
(b)
(c)
(d)

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