Abstract
A finite element bridge model of cross section reflecting interstate quality was analyzed for varying curvatures, lengths, and bracing intervals. Results from this parametric study were analyzed by linear and nonlinear regression techniques to predict the ratio of: (1) Maximum bending stress; (2) maximum warping stress; and (3) maximum deck deflection for a curved bridge to corresponding quantities of a straight bridge of equal length. In addition, an empirical equation was developed to provide a guideline for setting the maximum bracing spacing.
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.
