Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs

<div>Load (<i>P</i>) and the longitudinal strain of concrete (<i>ε</i><sub>c</sub>) as well as steel faceplate (<i>ε</i><sub>p</sub>) versus midspan deflection curves for HSC1-1.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs 