“…Since seventies, continuous gamma process models were successfully used to model data on creep of concrete (Cinlar et al, 1979), fatigue crack growth (Li, 2003), corroded steel gates , thinning due to corrosion (Kallen & Van Noortwijk, 2005), chloride ingress into concrete (Bakker, 2004), and degradation of flexural moment capacity of concrete slab subject to the corrosion (Marsh & Frangopol, 2008).…”