Does the use of carbon fiber impregnated concrete create a galvanic couple with the steel rebar that leads to deterioration of the carbon fibers or the steel rebar?
I am concerned for the compatibility of Carbon Fiber Reinforced Polymerics in use in Concrete Structures. Is there a problem with galvanic corrosion due to the dissimilarity of Carbon fibers in close proximity to steel rebar or strand materials? Any responses are appreciated.
I am concerned for the compatibility of Carbon Fiber Reinforced Polymerics in use in Concrete Structures. Is there a problem with galvanic corrosion due to the dissimilarity of Carbon fibers in close proximity to steel rebar or strand materials? Any responses are appreciated.
I am developing a product that must withstand impact loads. I need a plastic injection moldable material that can withstand these type loadings. Any suggestions will be helpful.
I am interested if existing Literature and/or Research reports exist of studies of fiber types and resin types regarding their resistance tothe high alkalinity environment of concrete and/or salt water exposure? Any help is appreciated.
