Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Expansion angle</td><td class="align_center">Eccentricity</td><td class="align_center"><i>f</i><sub><i>b</i>0</sub>/<i>f</i><sub><i>c</i>0</sub></td><td class="align_center"><i>K</i></td><td class="align_center">Stickiness parameter</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">30</td><td class="align_center">0.1</td><td class="align_center">1.16</td><td class="align_center">0.667</td><td class="align_center">0.0005</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

tab5

Table 5

Table 5: Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC 