Shear Behavior of Reinforced Concrete Beams with Different Arrangements of Externally Bonded Carbon Fiber-Reinforced Polymer

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Material (kg/m<sup>3</sup>)</td><td class="align_center">Cement type I</td><td class="align_center">Fine aggregate</td><td class="align_center">Coarse aggregate</td><td class="align_center">Superplasticizer</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"> </td><td class="align_center">402.0</td><td class="align_center">723.5</td><td class="align_center">1085.5</td><td class="align_center">2.15</td><td class="align_center">189.0</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Concrete mix design of one cubic meter.</div>

Journal of Engineering

tab2

Table 2

Table 2: Shear Behavior of Reinforced Concrete Beams with Different Arrangements of Externally Bonded Carbon Fiber-Reinforced Polymer 