Finite Element Modeling of Mode I Failure of the Single Contoured Cantilever CFRP-Reinforced Concrete Beam

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="138617.fig.002a" src="https://static.hindawi.com/articles/jstruc/volume-2013/138617/figures/138617.fig.002a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>SCCB test setup</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="138617.fig.002b" src="https://static.hindawi.com/articles/jstruc/volume-2013/138617/figures/138617.fig.002b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Concrete surfaces (left to right): SP1, mould, and SP3</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="138617.fig.002c" src="https://static.hindawi.com/articles/jstruc/volume-2013/138617/figures/138617.fig.002c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Failed specimen showing exposed substrate</td></tr></table></td></tr></table>

<table>The SCCB test: (a) experimental setup (arrow indicating load direction); (b) different concrete surfaces (SP1, mould, and SP3); (c) interface  surface  of failed specimens: FRAC1031_T1 and FRAC1031_T2.</table>

Journal of Structures

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Figure 2

Figure 2: Finite Element Modeling of Mode I Failure of the Single Contoured Cantilever CFRP-Reinforced Concrete Beam 