Journal
THIN-WALLED STRUCTURES
Volume 182, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2022.110230
Keywords
Dynamic stiffness method; Cross-ply laminated combined shell; Rotating shell; Free vibration analysis
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This paper presents a dynamic stiffness formulation to analyze the free vibration characteristics of a rotating cross-ply laminated coupled shell. The stability and accuracy of the numerical results are ensured through segmentation analysis and convergence analysis. The effects of rotational speed, geometry, and boundary conditions on the structure are studied.
In this paper, a dynamic stiffness formulation is reported to analyze the free vibration characteristics of a rotating cross-ply laminated coupled conical-cylindrical-conical shell. In order to ensure the stability of the numerical results, the whole system is firstly divided into substructures, and each substructure is divided into several segments. The theoretical formulation of the rotating shell segment is derived by the first-order shear deformation theory and Hamilton's principle. The effects of centrifugal force and Coriolis acceleration on the initial hoop tension are considered in the formulation. The dynamic stiffness matrix of the shell segment is derived from the relationship between the state vector and its derivative, where the state vector consists of the resultant force and displacement components of the shell segment. The dynamic stiffness matrix of the whole system is assembled by the displacement coordination relationship. After the number of segments is determined by the convergence analysis, it is compared with the results of the existing literature and finite element software to ensure the accuracy of the dynamic stiffness formulation. Based on this, the effects of rotational speed, geometry and boundary conditions on the structure are studied.
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