Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides

<div>Change of crack of the precrack UHPC with width 0.15 mm: (a) the UHPC specimens unexposed to chlorides; (b–d) the UHPC specimens exposed to 30, 60, and 100 dry-wet cycles of chlorides, respectively.</div>

Advances in Materials Science and Engineering

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Figure 13

Figure 13: Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides 