Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures

<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">Fiber content (vol%)</td><td class="align_center">0</td><td class="align_center">0.5</td><td class="align_center">1.0</td><td class="align_center">1.5</td><td class="align_center">2.0</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Mean compressive strength (MPa)</td><td class="align_center">32.3</td><td class="align_center">35.4</td><td class="align_center">39.8</td><td class="align_center">41.9</td><td class="align_center">44.4</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Cube compressive strength of SFRCC.</div>

Advances in Civil Engineering

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Table 3

Table 3: Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 

Table 3 | Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 