Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Tensile strength, (MPa)</td><td class="align_center">Modulus of elasticity (MPa)</td><td class="align_center">Breaking elongation</td><td class="align_center">Thickness per layer (mm)</td><td class="align_center">Fiber weight (g·m<sup>−2</sup>)</td><td class="align_center">Bending strength (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">3547</td><td class="align_center">2.33 × 10<sup>5</sup></td><td class="align_center">1.61</td><td class="align_center">0.167</td><td class="align_center">294</td><td class="align_center">734</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of CFRP.</div>

Advances in Materials Science and Engineering

tab3

Table 3

Table 3: Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns 