Mechanical Behavior of Reactive Powder Concrete Subjected to Biaxial Loading

<div>Failure modes of RPC C-T specimens under (a) |σ3c| = 0.2fc, (b) |σ3c| = 0.4fc, (c) |σ3c| = 0.6fc, and (d) |σ3c| = 0.8fc.</div>

Advances in Civil Engineering

Figure 7: Mechanical Behavior of Reactive Powder Concrete Subjected to Biaxial Loading 