It can be seen from Table 4 that the load carried by the corroded columns was significantly reduced due to corrosion damage such as cracking and reduction in cross sectional area of steel
The brass coating reduction to a specified thickness is very important to obtain the proper amount of copper per unit of surface area of steel
Ultimately, the loss of cross-sectional area of steel
reinforcing due to corrosion will reduce the structural capacity of reinforced concrete members.
In the area of steel
reinforced, thin-shell concrete domes, ES2 has advanced design and analysis skills not found in any other professional firm in the world.