Abstract
The behavior of a particular double tee flange-to-flange connector was investigated experimentally under in-plane load conditions. The connector consisted of a steel plate with two fillet-welded reinforcing bars embedded in 2 in. (50 mm) thick concrete slabs. Ten tests were conducted by applying a variety of loading conditions. Test results showed that the connector had a dependable and predictable strength under both monotonic and cyclic loading. Its deformation capacity depended on the type of applied loading. Under monotonic loading, moderate to high levels of deformation ductility were observed. Under cyclic load reversals, however, the deformation capacity and ductility of the connector were limited. Based on the test results, the performance of the connector is evaluated and criteria for future testing of similar connectors are presented.
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.
