A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Corrosion of steel in reinforced concrete bridge
Accelerated corrosion of reinforcing steel in concrete bridge in salt water environment believed to be result of macro-galvanic corrosion; resistivity of concrete decreases as deterioration of concrete increases; data indicate that problems can be minimized by using concrete formulation having minimum porosity and by design having maximum coverage of concrete over reinforcing steel.
Corrosion of steel in reinforced concrete bridge
Accelerated corrosion of reinforcing steel in concrete bridge in salt water environment believed to be result of macro-galvanic corrosion; resistivity of concrete decreases as deterioration of concrete increases; data indicate that problems can be minimized by using concrete formulation having minimum porosity and by design having maximum coverage of concrete over reinforcing steel.
Corrosion of steel in reinforced concrete bridge
Corrosion
Stratfull, R.F. (author)
Corrosion ; 13
1957
6 pages
Article (Journal)
English
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