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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left" colspan="3"><i>Concrete</i></td></tr><tr><td class="align_left">Slump</td><td class="align_center" colspan="2">170 mm</td></tr><tr><td class="align_left">Compressive strength</td><td class="align_center" colspan="2">36 MPa</td></tr><tr><td class="align_left">Average splitting tensile strength</td><td class="align_center" colspan="2">2.6 MPa</td></tr><tr><td class="align_left">Average concrete modulus of rupture</td><td class="align_center" colspan="2">4.1 MPa</td></tr><tr><td class="align_left" colspan="3"><hr/></td></tr><tr><td class="align_left" colspan="3"><i>Steel reinforcement</i></td></tr><tr><td class="align_left">Bar diameter (mm)</td><td class="align_center">16</td><td class="align_center">10</td></tr><tr><td class="align_left">Modulus of elasticity (GPa)</td><td class="align_center">200</td><td class="align_center">199.7</td></tr><tr><td class="align_left">Ultimate strength (MPa)</td><td class="align_center">680</td><td class="align_center">635</td></tr><tr><td class="align_left">Yield strength (MPa)</td><td class="align_center">510</td><td class="align_center">490</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of steel and concrete.</div>

Journal of Engineering

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Table 3

Table 3: Shear Behavior of Reinforced Concrete Beams with Different Arrangements of Externally Bonded Carbon Fiber-Reinforced Polymer 