References

[1]HAY R,OSTERTAG C P.Influence of transverse cracks and interfacial damage on corrosion of steel in concrete with and without fiber hybridization[J].Corrosion Science,2019,153:213-224.

[2]ANGST U M.Challenges and opportunities in corrosion of steel in concrete[J].Materials and Structures,2018,51(1).

[3]ZHU W J,FRANÇOIS R,FANG Q,et al.Influence of long-term chloride diffusion in concrete and the resulting corrosion of reinforcement on the serviceability of RC beams[J].Cement and Concrete Composites,2016,71:144-152.

[4]LEE H S,YANG H M,SINGH J K,et al.Corrosion mitigation of steel rebars in chloride contaminated concrete pore solution using inhibitor:An electrochemical investigation[J].Construction and Building Materials,2018,173:443-451.

[5]MARCOTTE T D,HANSSON C M.Corrosion products that form on steel within cement paste[J].Materials and Structures,2007,40(3):325-340.

[6]JUNG M S,KIM K B,LEE S A,et al.Risk of chloride-induced corrosion of steel in SF concrete exposed to a chloride-bearing environment[J].Construction and Building Materials,2018,166:413-422.

[7]TIMOSHENKO SP,GOODIER J N.Theory of elasticity[M].New York:McGraw Hill Book Co,2007.

[8]ZHAO Y X,DONG J F,WU Y Y,et al.Corrosion-induced concrete cracking model considering corrosion product-filled paste at the concrete/steel interface[J].Construction and Building Materials,2016,116:273-280.