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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Specimen</td><td align="center">Ultimate load (kN)</td><td align="center">Maximum deflection (mm)</td><td align="center">Frist crack load (kN)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">PLFP-1</td><td align="center">10.8</td><td align="center">9.1</td><td align="center">5</td></tr><tr><td align="left">PLFP-2</td><td align="center">8.2</td><td align="center">13.9</td><td align="center">3.2</td></tr><tr><td align="left">PLFP-3</td><td align="center">24</td><td align="center">24.1</td><td align="center">9</td></tr><tr><td align="left">PLFP-4</td><td align="center">25.6</td><td align="center">22.1</td><td align="center">5.1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Scholarly Research Notices

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Table 4

Table 4: Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load 