Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study

<div>Diagram of the Drucker–Prager yield criterion: (a) the loads acting on the concrete slab, (b) the microelement subjected to three-directional principal stresses, (c) the Drucker–Prager yield surface in 3D space of principal stresses, and (d) the Drucker–Prager yield surface in <i>π</i> plane.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study 