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Vibration analysis of combined conical-cylindrical shells based on the dynamic stiffness method
Abstract An analytic dynamic stiffness method (DSM) is extended to analyze the free and forced vibration of combined conical-cylindrical shells with general boundary conditions in this paper. Flügge shell theory is utilized to formulate the motion equations of each shell component. Based on the exact general solutions of the motion equations, the dynamic stiffness matrices for each shell segment are established separately and the global dynamic stiffness matrix for the whole structure is established by assembling the dynamic stiffness matrices for each shell segment similarly as finite element method (FEM) did. Natural frequencies and forced responses of the combined shells are obtained based on the global dynamic stiffness matrix. Through comparing vibration results of DSM with ones from open literature and FEM, rapid convergence, good accuracy, and high efficiency of the DSM are demonstrated. In the numerical examples, the influences of boundary conditions, axial and circumferential mode numbers, and semi-vertex angles on the free vibration are studied. The effects of direction and location of external force and structural damping on the forced vibration are also discussed.
Highlights A strong-form method is developed for vibration analysis of combined shells. The present method is an accurate analytic method based on the exact solutions of motion equations. The present method is of rapid convergence, excellent flexibility, and high efficiency. A significant reduction of model DOFs is realized by present method.
Vibration analysis of combined conical-cylindrical shells based on the dynamic stiffness method
Abstract An analytic dynamic stiffness method (DSM) is extended to analyze the free and forced vibration of combined conical-cylindrical shells with general boundary conditions in this paper. Flügge shell theory is utilized to formulate the motion equations of each shell component. Based on the exact general solutions of the motion equations, the dynamic stiffness matrices for each shell segment are established separately and the global dynamic stiffness matrix for the whole structure is established by assembling the dynamic stiffness matrices for each shell segment similarly as finite element method (FEM) did. Natural frequencies and forced responses of the combined shells are obtained based on the global dynamic stiffness matrix. Through comparing vibration results of DSM with ones from open literature and FEM, rapid convergence, good accuracy, and high efficiency of the DSM are demonstrated. In the numerical examples, the influences of boundary conditions, axial and circumferential mode numbers, and semi-vertex angles on the free vibration are studied. The effects of direction and location of external force and structural damping on the forced vibration are also discussed.
Highlights A strong-form method is developed for vibration analysis of combined shells. The present method is an accurate analytic method based on the exact solutions of motion equations. The present method is of rapid convergence, excellent flexibility, and high efficiency. A significant reduction of model DOFs is realized by present method.
Vibration analysis of combined conical-cylindrical shells based on the dynamic stiffness method
Tian, Linghua (Autor:in) / Ye, Tiangui (Autor:in) / Jin, Guoyong (Autor:in)
Thin-Walled Structures ; 159
31.10.2020
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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