Abstract

In this paper, the free vibration analysis of simply supported bimodular composite material laminated curved beam has been carried out using equivalent stiffness method. The Non-dimensional free vibration frequencies for positive half of vibration cycle and for negative half of vibration cycle have been presented for different ratio and laminated scheme. The analysis is based on classical beam theory. It is observed that the percentage difference of free vibration frequencies obtained from different equivalent stiffness method is more for angle ply laminated beam and for cross ply laminated beam the percentage difference is very less.

Full Text
Paper version not known

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 call

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.