Abstract
Berger's dynamic field equations for large deflections of elastic plates have been used to investigate the free vibrations of rectilinear plates in the form of (i) an isosceles right-angled triangle and (ii) an equilateral triangle, resting on single-layered elastic half-space model of, Vlasov type (historically, this model is credited to Pasternak). Numerical computations, graphically depicted, bring forth the dominance of shear springs over the compression one of such foundation on the time periods of vibrations of plates considered.
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.
