Abstract
A lot of test data from many domestic and foreign articles about concrete bending and shearing beam reinforced with FRP was collected and analyzed. Through the statistical analysis of test data and comparative analysis of the theoretical calculation based on the current standard and the existing calculation model, the size of ultimate strain of bending beam and shearing beam reinforced with FRP was shown.It was found that the effective strain of most test members was less than the lower limit value of current design code.It was suggested that in practical projects, for bending and shear reinforcement with FRP ,effective strain were not less than 0.006, 0.004 respectively.
Sign-in/Register to access full text options 
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 callDisclaimer: 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.
