Influence of the Amount of Steel Fibers on Fracture Energy and Drying Shrinkage of HPFRCC

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Water-binder ratio</td><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">Sand (kg/m<sup>3</sup>)</td><td class="align_center">Water (kg/m<sup>3</sup>)</td><td class="align_center">Flexural strength (MPa)</td><td class="align_center">Compressive strength (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">0.5</td><td class="align_center">450</td><td class="align_center">1350</td><td class="align_center">225</td><td class="align_center">5.86</td><td class="align_center">34.6</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix proportion and mechanical properties of ordinary cement mortar specimens.</div>

Advances in Materials Science and Engineering

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Table 5

Table 5: Influence of the Amount of Steel Fibers on Fracture Energy and Drying Shrinkage of HPFRCC 