It was from the question that always heard in site from engineers, where the want to use reinforcement with rust.. so does the presence of rust have adverse impact to the bond performance of bar reinforcement?
Yes i feel due to the rust you have an the reduction in bond performance..to control rusting the geosynthetic based reinforcement can be provided and have a corresponding increase in bond performance..ok all the best in your research....
slightly rusted bars may be preferred since improvement in bond with concrete is observed due to rough surface.
Highly rusted bars may not suitable because reduction in bar diameter takes place due to pitting type corrosion. Corrosion reduces load carrying capacity of bar. Highly rusted bars provide weak thin layer of iron oxide which seriously affect bond with concrete. This layer should be removed by scraping and then clean bar should be coated with suitable polymer based material.
Rust on rebar can increase bond strength especially where pitting has occurred on the rebar. If rusted rebar is to be used, they should be cleaned from loosened rust and then placed in the formwork.
Your question is different than what i answered to you..sorry actually i tried to give answer for reinforcement used to strengthen the road..anyhow, i hope this also useful to you..
I feel the presence of rust have adverse effect on the performance of the bond is true, yes it affect the overall performance of the bond. Rusting is the phenomenon related to corrosion because of it the bond strength is going to get reduced.. so we need to avoid rusting kind of problem in reinforcement..