Numerical Analysis on the Bending Performance of Prestressed Superposing-Poured Composite Beams

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Model no.</td><td class="align_center">Relative slip (mm)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">B1-1</td><td class="align_center">0.075</td></tr><tr><td class="align_left">B2-1</td><td class="align_center">0.135</td></tr><tr><td class="align_left">B3-1</td><td class="align_center">0.094</td></tr><tr><td class="align_left">B4-1</td><td class="align_center">0.072</td></tr><tr><td class="align_left">B1-2</td><td class="align_center">0.542</td></tr><tr><td class="align_left">B2-2</td><td class="align_center">1.114</td></tr><tr><td class="align_left">B3-2</td><td class="align_center">0.846</td></tr><tr><td class="align_left">B4-2</td><td class="align_center">0.574</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximal relative slip in C-ITZ.</div>

Advances in Civil Engineering

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Table 8

Table 8: Numerical Analysis on the Bending Performance of Prestressed Superposing-Poured Composite Beams 