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.003a.svgz" name="9710678.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Chloride content in C-0.4 specimen</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.003b.svgz" name="9710678.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Chloride content in C-0.6 specimen</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.003c.svgz" name="9710678.fig.003c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Chloride content in C-0.6A specimen</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/9710678/figures/9710678.fig.003d.svgz" name="9710678.fig.003d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Chloride content in C-0.6W specimen</td></tr></table>

<div>Chloride content in different concrete.</div>

Advances in Materials Science and Engineering

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Figure 3

Figure 3: Influence of Freeze-Thaw Damage on the Steel Corrosion and Bond-Slip Behavior in the Reinforced Concrete 