Tensile Performance of SHCC Road-Bridge Link Slabs in Fully Jointless Bridges

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Absorb deformation (mm)</td><td class="align_center">Tensile rate (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">CRCP slab</td><td class="align_center">6.5</td><td class="align_center">0.12</td></tr><tr><td class="align_left">SHCC slab</td><td class="align_center">10</td><td class="align_center">0.18</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of absorption deformation capacity between CRCP slab [<a href="/journals/ace/2021/6643643/#B18" target="_blank">18</a>] and SHCC slab.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Tensile Performance of SHCC Road-Bridge Link Slabs in Fully Jointless Bridges 