Abstract
A step‐by‐step modeling and analysis procedure for nonlinear finite element analysis of complete constructed facilities is presented. A comprehensive microcomputer‐based software that was developed for this study is briefly described. The procedure is demonstrated by conducting analyses of an existing reinforced concrete (RC) slab bridge. The experimental knowledge base gained from nondestructive tests conducted on this bridge is used to construct and validate the analytical models. A sensitivity study is carried out to explore the effects of various modeling parameters on the structure response. Analysis results indicate that the manner of modeling support conditions significantly affects the bridge strength. The collapse mechanism of the bridge that is predicted agrees with results from destructive tests conducted on a similar RC slab bridge.
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.
