Estimation of safe cover thickness to steel reinforcement in coastal structures addressing several tidal stations

Corrosion of steel in reinforced and prestressed concrete members exposed to a marine tidal zone is a serious durability problem. This study presents a methodology for rationally estimating the safe cover thickness for steel in concrete structures exposed to the tidal zone. The proposed methodology was implemented for the case of six Indian coastal stations using 100-year-long simulations of chloride transport in concrete. Real-time meteorological and tidal height data were used for simulating the model boundary conditions. Using simulated results of chloride threshold depths (CTDs), safe cover thickness to steel was assessed. Estimated safe cover thicknesses to steel across coastal stations differed significantly (25-30 mm), indicating a need for corrosion vulnerability zonation of coastlines. Conventionally used tide models were improved by superimposing with an annual component of astronomical tides, which expanded the range of wet-dry regimes simulated by the tide models. The study also compared the chloride ingress predictions from the modified tide models with those from real tides. The superimposed tide model was found to be a better approximation of real tides than the diurnal tide model. The modified tide models very well simulated chloride ingress around the critical sections in the tidal zone.

Automated summary

This study proposes a methodology to estimate the safe cover thickness for steel in concrete structures exposed to the marine tidal zone. By using 100-year-long simulations of chloride transport and real-time meteorological and tidal height data, the study assesses the safe cover thicknesses at six Indian coastal stations. The results show significant variations (25-30 mm) in the safe cover thicknesses, indicating the need for corrosion vulnerability zoning of coastlines.