Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load

<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 align="left" rowspan="2">Specimen</td><td align="center" rowspan="2">Ultimate  load (kN)</td><td align="center" colspan="2">Ultimate load (theoretical)</td><td align="center" rowspan="2">Degree of compositeness</td></tr><tr class="thead"><td align="center">Fully composite</td><td align="center">Noncomposite</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">PLFP-1</td><td align="center">10.8</td><td align="center">43.6</td><td align="center">7.32</td><td align="center">9.6</td></tr><tr><td align="left">PLFP-2</td><td align="center">8.2</td><td align="center">53</td><td align="center">4.1</td><td align="center">8.4</td></tr><tr><td align="left">PLFP-3</td><td align="center">24</td><td align="center">56</td><td align="center">10.24</td><td align="center">30</td></tr><tr><td align="left">PLFP-4</td><td align="center">25.6</td><td align="center">56.4</td><td align="center">10.72</td><td align="center">32.6</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Scholarly Research Notices

tab5

Table 5

Table 5: Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load 