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.0010a.svgz" name="9710678.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Between the ultimate bond strength and freeze-thaw cycles</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.0010b.svgz" name="9710678.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Between the slip peak and freeze-thaw cycles</td></tr></table>

<div>Relationship between the ultimate bond strength, slip peak, and freeze-thaw cycles.</div>

Advances in Materials Science and Engineering

fig10

Figure 10

Figure 10: Influence of Freeze-Thaw Damage on the Steel Corrosion and Bond-Slip Behavior in the Reinforced Concrete 