Effects of Seawater Corrosion and Freeze-Thaw Cycles on Mechanical Properties of Fatigue Damaged Reinforced Concrete Beams

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/536487/figures/536487.fig.0010a.svgz" name="536487.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>B5 before seawater dry-wet cycles (0 cycles)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/536487/figures/536487.fig.0010b.svgz" name="536487.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>B5 after 100 dry-wet cycles in seawater</td></tr></table>

<div>Surface self-healing of B5 in seawater wet-dry process (16 times’ magnification).</div>

Advances in Materials Science and Engineering

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Figure 10

Figure 10: Effects of Seawater Corrosion and Freeze-Thaw Cycles on Mechanical Properties of Fatigue Damaged Reinforced Concrete Beams 