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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left">Specimen</td><td align="center">Total thickness <br/>(mm)</td><td align="center">Aspect ratio <svg height="15" id="M17" style="vertical-align:-2.22495pt" version="1.1" viewbox="0 0 19.674999 15" width="19.674999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></td><td align="center">Compressive strength <br/>(N/mm<sup>2</sup>)</td><td align="center"> Ultimate  load <br/>(kN)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">PLFP-1</td><td align="center">100</td><td align="center">2.67</td><td align="center">4.7</td><td align="center">10.83</td></tr><tr><td align="left">PLFP-2</td><td align="center">100</td><td align="center">2.67</td><td align="center">10.6</td><td align="center">8.23</td></tr><tr><td align="left">PLFP-3</td><td align="center">110</td><td align="center">2.67</td><td align="center">18</td><td align="center">24.03</td></tr><tr><td align="left">PLFP-4</td><td align="center">110</td><td align="center">2.67</td><td align="center">19</td><td align="center">25.63</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

International Scholarly Research Notices

tab3

Table 3

Table 3: Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load 