A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Factors Controlling Corrosion of Steel-Reinforced Concrete Substructure in Seawater
Laboratory experiments and computer model calculations were performed to assess the effect of critical design variables and concrete properties on the distribution of corrosion in reinforced concrete marine bridge substructures. Instrumented laboratory test columns were exposed for a period of three years in conditions simulating field service. One set of columns was made with concrete containing fly ash, concrete with fly ash plus silica fume, and concrete with either silane or siloxane surface treatments. This set was prepared for evaluation of the effects of concrete composition and surface treatments on corrosion distribution.
Factors Controlling Corrosion of Steel-Reinforced Concrete Substructure in Seawater
Laboratory experiments and computer model calculations were performed to assess the effect of critical design variables and concrete properties on the distribution of corrosion in reinforced concrete marine bridge substructures. Instrumented laboratory test columns were exposed for a period of three years in conditions simulating field service. One set of columns was made with concrete containing fly ash, concrete with fly ash plus silica fume, and concrete with either silane or siloxane surface treatments. This set was prepared for evaluation of the effects of concrete composition and surface treatments on corrosion distribution.
Factors Controlling Corrosion of Steel-Reinforced Concrete Substructure in Seawater
A. A. Saguees (author) / S. C. Kranc (author) / A. K. M. Al-Mansur (author) / S. Hierholzer (author)
1994
122 pages
Report
No indication
English
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