Abstract
This paper analyzes the whole deterioration process of the concrete structural performance caused by reinforcement corrosion, and given the three setting conditions which are corrosion cracking conditions and collapsed condition, and the corresponding performance function for such structural durability limit state. The relevant content can provide a reference for the design of structural durability and related specifications.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have