Flexural Assessment of Blast-Damaged RC Beams Retrofitted with CFRP Sheet and Steel Fiber

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"></td><td class="align_center">Thickness (mm)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Ultimate strain (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">CRFP sheet</td><td class="align_center">1.4</td><td class="align_center">2400</td><td class="align_center">131</td><td class="align_center">1.87</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Typical mechanical properties of FRP composite [<a href="/journals/ijps/2018/2036436/#B11" target="_blank">11</a>].</div>

International Journal of Polymer Science

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Table 6

Table 6: Flexural Assessment of Blast-Damaged RC Beams Retrofitted with CFRP Sheet and Steel Fiber 