Abstract
A numerical simulation study of concrete bridge deck unbounded prestressed with CFRP tendons was developed and a verification analysis through ANSYS based on a type of concrete bridge deck with prestressed CFRP tendons was designed. By using the ANSYS model, this paper further studied the parametric sensitivity analysis on static load performance of concrete bridge deck unbonded partially prestressed with CFRP bars. The results show the influence on component strength and mechanical properties caused by factors in concrete bridge deck with prestressed CFRP tendons.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conf. Series: Materials Science and Engineering
Paper Title
Journal
Date
