Experimental Study on Flexural Behavior of Prestressed Concrete Beams Reinforced by CFRP under Chloride Environment

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">PC beam</td><td class="align_center">Cracking load (kN)</td><td class="align_center">Effective prestress (kN)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Theoretical value</td><td class="align_center">70.3</td><td class="align_center">1032.9</td></tr><tr><td class="align_left">Control beam A1</td><td class="align_center">70.0</td><td class="align_center">1029.4</td></tr><tr><td class="align_left">Beam C0-3</td><td class="align_center">60.0</td><td class="align_center">827.8</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab4

Table 4

Table 4: Experimental Study on Flexural Behavior of Prestressed Concrete Beams Reinforced by CFRP under Chloride Environment 