TANG L,NILSSON L O.Chloride binding capacity and binding iso-therms of OPC pastes and mortars[J].Cem Concr Res,1993,23:247–253. [2]LIANG M T,WANG K L,LIANG C H.Service life prediction of reinforced concrete structures[J].Cem Concr Res,1999,29:1411–1418. [3]余红发,孙伟,鄢良慧,等.混凝土使用寿命预测方法的研究[J].硅酸盐学报,2002,30(6):686–701.YU Hongfa,SUN Wei,YAN Lianghui,et al.J Chin Ceram Soc(in Chinese),2002,30(6):686–701. [4]FUNANSHI M.Prediction corrosion-free service life of a concrete structure in a chloride environment[J].ACI Mater J,1990,87(6):581–587. [5]SERGI H,PAGE C.Diffusion of chloride and hydroxyl ions in cemen-titious materials exposed to a saline environment[J].Mag Concr Res,1992,44:63–69. [6]HAN S H.Influence of diffusion coefficient on chloride ion penetration of concrete structure[J].Construct Build Mater,2007,21:370–378. [7]SURYAVANSHI A K,SWAMY R N,CARDEW G E.Estimation of diffusion coefficient for chloride ion penetration into structural con-crete[J].ACI Mater J,2002,99(5):441–449. [8]田冠飞,安雪晖.钢筋存在对氯离子扩散阻滞影响的有限元分析[J].混凝土,2006(5):1–3,6.TIAN Guanfei,AN Xuehui.Concrete(in Chinese),2006(5):1–3,6. [9]BITARAF M,MOHAMMADI S.Analysis of chloride diffusion in concrete structures for prediction of initiation time of corrosion using a new meshless approach[J].Construct Build Mater,2008,22:546–556. [10]李冉,杨绿峰,陈正.混凝土中氯离子扩散的二维有限元法数值模拟[J].混凝土,2008(1):36–39.LI Ran,YANG Lufeng,CHEN Zheng.Concrete(in Chinese),2008(1):36–39.
