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.004a.svgz" name="9710678.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Water cement ratio is 0.4</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.004b.svgz" name="9710678.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Water cement ratio is 0.6</td></tr></table>

<div>Corrosion current density in ordinary concrete when cover thickness is 15 mm.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Influence of Freeze-Thaw Damage on the Steel Corrosion and Bond-Slip Behavior in the Reinforced Concrete 