Abstract
The axisymmetric vibrations of an elastic circular composite plate on an elastic foundation under the action of sudden local loads are studied. To describe the kinematics of the plate, asymmetric across its thickness, the hypothesis of broken normal is assumed. The reaction of the foundation is described based on the Winkler model. The filler is lightweight. Analytical solutions of initial boundary-value problems aree found, and their numerical analysis in the cases of circular and annular loads is carried out.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
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
