Abstract
The problem is investigated using two different method. The first one was finite element method and the second one was proposed asymptotic analytical-numerical method. In order to obtain the equations of plate, the non-linear theory of orthotropic thin-walled plates has been modified in such a way that it additionally accounts for all components of inertia forces. The differential equations of motion have been obtained from Hamilton’s Principle, taking into account Lagrange’s description, full Green’s strain tensor for thin plates and Kirchhoff’s stress tensor.
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.
