Behavior of Concrete Columns Repaired with Polymer Mortar and Epoxy Fiber Panel

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td align="left">Type of anchor bolt</td><td align="center">Length<br/>(mm)</td><td align="center">Diameter<br/>(mm)</td><td align="center">Diameter of umbrella ribs (mm)</td><td align="center">Tensile strength (MPa)</td><td align="center">Pullout strength (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td align="left">M10</td><td align="center">100</td><td align="center">10</td><td align="center">120</td><td align="center">293</td><td align="center">25</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Dimensions and mechanical properties of shear connector.

Advances in Materials Science and Engineering

tab4

Table 4

Table 4: Behavior of Concrete Columns Repaired with Polymer Mortar and Epoxy Fiber Panel 