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- W628634432 abstract "A model to predict the chloride ingress into high performance concrete able to consider the time-dependency of both the diffusion coefficient and the surface chloride concentration as well as the effect of the tensile stress in the reinforcement is herein presented. A parametric study allowed evidencing the role of some of the main parameters that govern the phenomenon. For this concern different values for the water-cement ratio, the silica fume content, the concrete cover, the tensile stress in the reinforcement were considered and structures were supposed to be exposed to three marine environments: coastal zone, splash zone, and permanently submerged. The results evidence a significant increment of the chloride penetration in the concrete for greater values of the tensile stress in the reinforcement due to the increase in permeability provoked by the microcracking forming in the concrete between two major cracks. Moreover, the results show a considerably different durability among the structures exposed to the splash zone and those exposed to coastal or submerged zone; Eurocode No. 2 durability provisions are in general not conservative in the former case while in the latter some tensile stress limitations in the reinforcement are needed. For the covering abstract see ITRD E116313." @default.
- W628634432 created "2016-06-24" @default.
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- W628634432 date "2002-01-01" @default.
- W628634432 modified "2023-09-27" @default.
- W628634432 title "REINFORCEMENT STRESS LIMITS TO PREVENT STEEL CORROSION IN HPC MEMBERS DUE TO CHLORIDE PENETRATION" @default.
- W628634432 doi "https://doi.org/10.1680/cfec.31784.0012" @default.
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