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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Concrete</td><td class="align_center">Prestressed reinforcement</td><td class="align_center">Prestressed steel strands</td><td class="align_center">UHPC</td><td class="align_center">CFRP</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Model</td><td class="align_center">C45</td><td class="align_center">HRB335 Φ12 mm</td><td class="align_center">4Φs15.2</td><td class="align_center">UHPC120</td><td class="align_center">CFRP (0.167 mm)</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 1

Table 1: Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC 