Experimental Investigation of Ductility in GFRP RC Beams by Confining the Compression Zone

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Mix proportion</td><td class="align_center">Cement</td><td class="align_center">Coarse aggregate</td><td class="align_center">Fine aggregate</td><td class="align_center">Water</td><td class="align_center">Expansive pro-grout 105</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Weight per cubic meter (kg/m<sup>3</sup>)</td><td class="align_center">373.77</td><td class="align_center">717.2</td><td class="align_center">961</td><td class="align_center">228</td><td class="align_center">1.8</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Experimental Investigation of Ductility in GFRP RC Beams by Confining the Compression Zone 