“…As per the requirement, delineated in JSSG206, to follow a "building block approach" the values of D, A, and n in Equation (1) were taken from prior studies [25]; namely, D = 1.86 × 10 −9 , A = 111 MPa √ m, and n = 2. As shown in [6,21,25,26,[39][40][41][42] the variability in the crack growth histories associated with durability analyses can be captured by allowing for variability in the local fatigue threshold (∆K thr ). The initial crack sizes (mm) and values of ∆K thr (MPa √ m) used in the crack growth analyses are given in Table 3, where we see that these sizes, which were taken from fractographic measurements, were significantly smaller than that the mandated minimum EIDS given in [10][11][12].…”