The Study of Fuzzy Reliability of Concrete Durability after Corrosion of Steel-Bars
Based on the mechanism, influencing factors and their fuzziness of reinforced concrete (RC) cracking caused by corrosion of steel bars, fuzzy reliability of RC durability failure due to corrosion expansion of steel bars is analyzed adopting the mathematic model of fuzzy probability. The method having the advantages of explicit concept, convenient calculation and stable results which is proved by the examples accords with the actual situation and can be applied to the engineering practice.
Yungang Li, Pengcheng Wang, Liqun Ai, Xiaoming Sang and Jinglong Bu
Y. H. Shi et al., "The Study of Fuzzy Reliability of Concrete Durability after Corrosion of Steel-Bars", Advanced Materials Research, Vols. 291-294, pp. 2159-2163, 2011