Strengthening Effect of Prestressed Near-Surface-Mounted CFRP Tendon on Reinforced Concrete Beam

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Ultimate load (kN)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Median strain at rupture (10<sup>−6</sup>)</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">&gt;240</td><td class="align_center">3058.3</td><td class="align_center">17890</td><td class="align_center">171</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of 10 mm FRP tendon.</div>

Advances in Materials Science and Engineering

tab5

Table 5

Table 5: Strengthening Effect of Prestressed Near-Surface-Mounted CFRP Tendon on Reinforced Concrete Beam 