Analysis of Lightweight Polystyrene Foam Concrete Flat Slabs under Fire Condition

<div>Crack propagation before failure from the finite element model. (a) <i>e</i>/<i>t</i> = 0. (b) <i>e</i>/<i>t</i> = 0.5. (c) <i>e</i>/<i>t</i> = 0.75. (d) <i>e</i>/<i>t</i> = 1.0.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Analysis of Lightweight Polystyrene Foam Concrete Flat Slabs under Fire Condition 