Abstract
Static bending of a functionally graded twisted Timoshenko beam subjected to distributed transverse loads is analyzed. Functionally graded material properties are assumed to be graded continuously across the thickness direction as a power-law of volume fraction of the constituents. The analytical solution for the static deflection of cantilever twisted beam is then derived. The effects of the twist angle, volume fraction index, and thickness ratio and shear deformation on the static bending characteristics of twist beams are investigated.
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.
