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Fig. 11 | Advances in Bridge Engineering

Fig. 11

From: The uncorroded-part fallacy

Fig. 11

Comparison between the type 1 and type 2 worst distributions of damage d*. The following data are used for this plotting: n = 32. α = 1.5. f0 = 0.5. σ0 = -6 MPa. σt = 1.24 MPa. As0 = 93 mm2. R0 = 158.1 kN. Aco = 160,000 mm.2. m = 10

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