Abstract
In this paper, a theoretical analysis is presented for the free vibration behavior of pretwisted thick cylindrical cantilever panels, using the Rayleigh-Ritz approach. The method is based on the three-dimensional elasticity theory with consideration of rotary inertia and shear deformation. Numerical results for pretwisted cylindrical cantilever panels having typical geometries are compared with those available in the literature. The effects of pretwisting and aspect ratio of panels and central angles of the cylinder on the results are also discussed.
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 callMore From: TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C
Disclaimer: 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.
