Review Article

Exploring the Emerging Evolution Trends of Probabilistic Service Life Prediction of Reinforced Concrete Structures in the Chloride Environment by Scientometric Analysis

Table 5

Top 8 documents with higher citations on time to corrosion initiation evaluation research.

OrderCitation frequencyCentralityAuthorDocument titleTimeSource journal

15060.08Ueli AngstCritical chloride content in reinforced concrete—A review2009Cement and Concrete Research
21980.03Tang LupingOn the mathematics of time-dependent apparent chloride diffusion coefficient in concrete2007Cement and Concrete Research
31450.06Mark G. StewartSpatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure2004Structural Safety
41350.19Mark G. StewartMechanical behavior of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams2009Structural Safety
51180.06Do-Eun ChoeProbabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion2008Reliability Engineering and System Safety
61100.22Mark G. StewartSpatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures2007Engineering Structures
7950.08Dimitri V. ValProbabilistic evaluation of initiation time of chloride-induced corrosion2008Reliability Engineering and System Safety
8910.07E. Bastidas-ArteagaA comprehensive probabilistic model of chloride ingress in unsaturated concrete2011Engineering Structures