Abstract
Corrosion product formation, in particular swelling, affects the stress distribution around the corroded rebar in reinforced structures. The area around the rebar is dominated by tensile stress, which is the cause of crack formation in the concrete cover. The paper presents mathematical and numerical models to describe the mechanical effects of corrosion product formation. Two types of corrosion uniform and pitting are considered and some examples are presented, which confirm the usability of the presented models.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.