Shrinkage Behaviour of Fibre Reinforced Concrete with Recycled Tyre Polymer Fibres

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left">Length, mm</td><td align="center">Density, g/cm<sup>3</sup></td><td align="center">Tensile strength, GPa</td><td align="center">Modulus of elasticity, GPa</td><td align="center">Melting point, °C</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">19 mm</td><td align="center">0.915</td><td align="center">400–100</td><td align="center">2.1–3.5</td><td align="center">160–170</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 2

Table 2: Shrinkage Behaviour of Fibre Reinforced Concrete with Recycled Tyre Polymer Fibres 