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

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="317941.fig.009a" src="https://static.hindawi.com/articles/isrn/volume-2014/317941/figures/317941.fig.009a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Noncomposite action (1 meter length)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="317941.fig.009b" src="https://static.hindawi.com/articles/isrn/volume-2014/317941/figures/317941.fig.009b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Fully composite action (1 meter length)</td></tr></table></td></tr></table>

<table>Noncomposite and fully composite panels.</table>

International Scholarly Research Notices

fig9

Figure 9

Figure 9: Structural Behavior of Precast Lightweight Foam Concrete Sandwich Panel with Double Shear Truss Connectors under Flexural Load 