A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Time-To-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 2. Electrical Potential Date
The purpose of this investigation is to determine the relative time-to-corrosion of reinforcing steel embedded in concrete slabs, fabricated from various mix designs and construction procedures, when the slabs are subject to periodic wetting with a 3 percent NaCl solution. One hundred twenty four, 4 ft. by 5 ft. by 6-in. reinforced concrete slabs were fabricated, cured, and placed in the outdoor exposure yard on elevated stands. Three evaluation techniques were used to ascertain the performance of each variable: (1) Chloride content at the level of the reinforcing steel, (2) Visual examination of the concrete, (3) Electrical half-cell potential of the reinforcing steel. This volume contains the data obtained using the third evaluation technique. The data are presented in the form of plots of electrical half-cell potential to the copper-copper sulfate electrode versus time (with increased deicer applications) for each of the 124 slabs. This volume is the second in a series of two carrying the same first order title. (Modified author abstract)
Time-To-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 2. Electrical Potential Date
The purpose of this investigation is to determine the relative time-to-corrosion of reinforcing steel embedded in concrete slabs, fabricated from various mix designs and construction procedures, when the slabs are subject to periodic wetting with a 3 percent NaCl solution. One hundred twenty four, 4 ft. by 5 ft. by 6-in. reinforced concrete slabs were fabricated, cured, and placed in the outdoor exposure yard on elevated stands. Three evaluation techniques were used to ascertain the performance of each variable: (1) Chloride content at the level of the reinforcing steel, (2) Visual examination of the concrete, (3) Electrical half-cell potential of the reinforcing steel. This volume contains the data obtained using the third evaluation technique. The data are presented in the form of plots of electrical half-cell potential to the copper-copper sulfate electrode versus time (with increased deicer applications) for each of the 124 slabs. This volume is the second in a series of two carrying the same first order title. (Modified author abstract)
Time-To-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 2. Electrical Potential Date
K. C. Clear (author) / R. E. Hay (author)
1973
141 pages
Report
No indication
English
Locating steel reinforcing bars in concrete slabs
| Engineering Index Backfile | 1954