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.0010a.svgz" name="5309243.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Dimensionless bond strength versus maximum crack width</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ijc/volume-2018/5309243/figures/5309243.fig.0010b.svgz" name="5309243.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Residuals versus maximum crack width</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/ijc/volume-2018/5309243/figures/5309243.fig.0010c.svgz" name="5309243.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Histogram of residuals of dimensionless bond strength</td></tr></table>

<div>Dimensionless bond strength versus maximum crack width of beam-end specimens: (a) dimensionless bond strength versus maximum crack width; (b) residuals versus maximum crack width; (c) histogram of residuals of dimensionless bond strength.</div>

International Journal of Corrosion

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Figure 10

Figure 10: Regression Analysis of Bond Parameters between Corroded Rebar and Concrete Based on Reported Test Data 