Influence of Freeze-Thaw Damage on the Steel Corrosion and Bond-Slip Behavior in the Reinforced Concrete

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.009a.svgz" name="9710678.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Different freeze-thaw cycles and without applied sustaining load</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.009b.svgz" name="9710678.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Freeze-thaw cycles are 25 times and with applied sustaining load</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.009c.svgz" name="9710678.fig.009c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Freeze-thaw cycles are 50 times and with applied sustaining load</td></tr></table>

<div>Bond-slip curves for reinforced concrete suffering the coupling action of freeze-thaw damage and steel corrosion.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Influence of Freeze-Thaw Damage on the Steel Corrosion and Bond-Slip Behavior in the Reinforced Concrete 