Abstract
In order to study the stress and deformation of reinforced concrete continuous beam bridge, numerical simulation analysis of reinforced concrete continuous girder bridge is carried by finite element method. The results show that, the tensile stress of the bridge deck generally appears in the lower part of the span and the upper part of the support, while the compressive stress generally appears in the upper part of the span and the lower part of the support. The displacement of bridge superstructure is larger than that of substructure and soil layer, the vertical deformation of the bridge is mainly caused by the gravity of the bridge. The research results provide some references for the design and construction of continuous girder bridge.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: International Journal of Engineering Systems Modelling and Simulation
Disclaimer: 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.