Computation of Probability Distribution of Strength of Quasibrittle Structures Failing at Macrocrack Initiation

Engineering structures must be designed for an extremely low failure probability, Pf<10-6. To determine the corresponding structural strength, a mechanics-based probability distribution model is required. Recent studies have shown that quasibrittle structures that fail at the macrocrack initiation from a single representative volume element (RVE) can be statistically modeled as a finite chain of RVEs. It has further been demonstrated that, based...