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Exact free vibration of symmetric three-layered curved sandwich beams using dynamic stiffness matrix
Publikováno v:
Comptes Rendus. Mécanique, Vol 348, Iss 5, Pp 375-392 (2020)
In the present study, the governing differential equations of motion are developed by using the Hamilton principle for a three-layered curved sandwich beam with symmetric face layers. To develop the dynamic stiffness matrix, the face layers are consi
Externí odkaz:
https://doaj.org/article/9092e7f9177041bea535b6d8b589d50e
