Shrinkage Behaviour of Fibre Reinforced Concrete with Recycled Tyre Polymer Fibres

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Length, mm</td><td align="center" colspan="2">Diameter, <i>μ</i>m</td><td align="center">Melting point, °C</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left" rowspan="3">8.4 ± 3.8</td><td align="center">Type 1</td><td align="center">30.93 ± 2.46</td><td align="center" rowspan="3">210–260 </td></tr><tr><td align="center">Type 2</td><td align="center">20.67 ± 1.75</td></tr><tr><td align="center">Type 3</td><td align="center">13.15 ± 1.82</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Journal of Polymer Science

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Table 1

Table 1: Shrinkage Behaviour of Fibre Reinforced Concrete with Recycled Tyre Polymer Fibres 