Abstract
A steel elevated guideway for a straddle-type monorail consists of two main track girders and several I-shaped cross beams which connect the two girders. The connection of a cross beam to the track girder is subjected to bending moment, and a number of cycles of the moment reaches a total of 2.8 millions for 70 years.To study on the fatigue strength of the connection, fatigue tests with three-type connection models have been carried out.The present paper reports the fatigue test results and discusses characteristics of the fatigue strength of three-type connections.
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.
