Abstract
This paper considered the free vibration analysis of a simply supported beam with shear deformation. The governing equation of fourth order partial differential equation was reduced to an ordinary differential equation using series solution which is the solution of the governing equation. Numerical result was presented and plotted against x, it was found that the response amplitude of the beam increases with increase in the length of the beam and radius of gyration but reduces with an increase in foundation modulus and shear modulus. To keep the deflection of the beam in check, there’s need to keep the length of the beam and the radius of gyration in check to avoid over deflection of the beam which can cause damage in building structures and so on.
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.
