Abstract
In this study, the structural performance of prestressed composite girders with corrugated webs was evaluated by conducting experiments on a total of five specimens with the key test variables of prestress level, tendon layout patterns, welding methods, and shear connectors. The test results showed that flexural performances of the prestressed composite girders were superior to the non-prestressed specimen. Partial interaction analyses were also performed on the test specimens to investigate the horizontal shear transfer mechanisms between steel girder and concrete, and their results were discussed in detail.
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.
