6[10]Abdullah A. Almusallam. Effect of Corrosion on the Properties of Reinforcing Steel Bars. Construction and Building Materials, 2001(5) :361 ～368 被引量：1
7[12]Lee H S, Noguchi T, Tomosowa F. FEM Analysis for Structural performance of Deteriorated RC Structures due to Rebar Corrosion.In: Proceeding of the Second International Conference on Concrete Under Severe Conditions,Tromso: 1998.1 010～ 1 019 被引量：1
8[13]Tamer A EI Maaddawy, Soudki A Khaled, Effectiveness of Impressed Current Technique to Simulate Corrosion of Reinforcement in Concrete. Journal of Materials in Civil Engineering, 2003, 15(1) :41～47 被引量：1
9Eric J. Hansen and Vitor E. Saouma Numerical Simulation of Reinforced Concrete Deterioration - Part I :Chioride Diffusion, ACI Material Journal 96 - M22. 被引量：1
10Millard W R, Robinson M J. The Life of Structures, University Press of Cambridge, 1989.41 - 51. 被引量：1
5Kazuhiro Yoshioka, Ei-ichi Tazawa, Kenji Kawai, et al. Adsorption characteristics of superplasticizers on cement component minerals[J]. Cem Concr Res, 2002,32 (10) ： 1507. 被引量：1
6Accay M A, Otsuki N, Nishida T, et al. Influence of ce- ment type and temperature on the rate of corrosion of steel in concrete [J]. Corrosion, 2006,62(9) : 811. 被引量：1
7Tsuki N, Madlangbayan M S, Nishida T, et al. Tempera- ture dependency of chloride induced corrosion in concrete[J]. J Adv Concr Techn, 2009,7(1) ： 41. 被引量：1
