Abstract
Abstract Paper presents a numerical method for calculating the large deflections of beams, assuming that the elastic axis can be approximated to by a number of circular arcs tangent to one another at their points of intersection. The calculations are made in tabular form, and are illustrated by particular examples of straight and curved cantilever beams and of rings subjected to concentrated or distributed loads. In those cases where an exact solution is possible, excellent agreement with the present method was obtained.
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.
