Abstract
The article presents the test results of a scale model of a single-span steel-reinforced concrete beam, which is as close as possible to the real structures of bridge spans with the combination of a reinforced concrete slab with steel beams using flexible pin stops. The distribution of the experimental values of shear deformations and normal stresses in the beam flanges is in good agreement with the calculated data, taking into account the shear stiffness of the joint, and differ in a number of values from those calculated by the classical approach.
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.
