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

<div>Distribution of chloride on the fracture face: the fracture face sprayed 0.1 mol/l AgNO<sub>3</sub> solution: (a‐d) the crack width 0, 0.15 mm, 0.3 mm, and 0.5 mm. The arrow indicates the direction of solution erosion.</div>

Advances in Materials Science and Engineering

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Figure 6

Figure 6: Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides 