Regression Analysis of Bond Parameters between Corroded Rebar and Concrete Based on Reported Test Data

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ijc/volume-2018/5309243/figures/5309243.fig.008a.svgz" name="5309243.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Dimensionless slip value versus corrosion level</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ijc/volume-2018/5309243/figures/5309243.fig.008b.svgz" name="5309243.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Residuals versus corrosion level</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/ijc/volume-2018/5309243/figures/5309243.fig.008c.svgz" name="5309243.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Histogram of residuals of dimensionless slip value</td></tr></table>

<div>Dimensionless slip value corresponding to bond strength of beam-end specimens: (a) dimensionless slip value versus corrosion level; (b) residuals versus corrosion level; (c) histogram of residuals of dimensionless slip value.</div>

International Journal of Corrosion

fig8

Figure 8

Figure 8: Regression Analysis of Bond Parameters between Corroded Rebar and Concrete Based on Reported Test Data 