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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Type of fiber</td><td class="align_center">Length (mm)</td><td class="align_center">Diameter (mm)</td><td class="align_center">Aspect ratio (L/D)</td><td class="align_center">Tensile strength (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">End-hooked steel fiber</td><td class="align_center">60</td><td class="align_center">0.75</td><td class="align_center">80</td><td class="align_center">1196</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Journal of Polymer Science

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Table 4

Table 4: Flexural Assessment of Blast-Damaged RC Beams Retrofitted with CFRP Sheet and Steel Fiber 