• 소음진동
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• 제7권2호
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• pp.331-345
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• 1997

A theoretical formulation for the analysis of free vibration of clamped-free cylindrical shells with plates attached at arbitrary axial position(s) was completed and it was programed to get the numerical results which yield natural frequencies and mode shape of the combined system of the plate and the shells. The frequencies and mode shapes from theoretical calculation were compared with those of commercial finite element code, ANSYS. In order to validate the theory, modal test was also performed by impact test and FFT analysis. The results shows good agreement with those of ANSYS and test results in frequencies and mode shapes. The method developed herein is likely to be used for the analysis of the free vibration of the clamped-free circular cylindrical shells with any kinds of lids such as hollow circular plates, conical shells, spherical shells, or semi-spherical shells.

• 대한기계학회논문집
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• 제10권6호
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• pp.929-936
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• 1986

본 논문에서는 이전에 제시하였던 연구로부터 공학상 응용도가 높은 외팔형 경계조건을 갖는 적층 직교이방성 원통셸의 진동 특성에 대하여 중점적으로 검토하였 다. 외팔형 원통셸의 진동수 행렬식을 Sanders, Love, Loo, Morley 및 Donnell의 셸 이론에 기초하여 유도하고 이를 통일된 형태로 표현하였으며 셸의 기하학적 매개변수 와 재료 물성 및 적층방법에 따른 다양한 수치예를 기존 다른 연구자들이 제시한 해석 및 실험결과와 NASTRAN을 이용한 수치결과와 비교하여 본 해석의 유용성 및 정밀도를 검토하였다.

• 한국소음진동공학회논문집
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• 제21권5호
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• pp.422-429
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• 2011

The critical fluid velocity of cantilevered cylindrical shells subjected to internal fluid flow is investigated in this study. The fluid-structure interaction is considered in the analysis. The cantilevered cylindrical shell is supported intermediately at an arbitrary axial position. The intermediate support is simulated by two types of artificial springs: translational and rotational spring. It is assumed that the artificial springs are placed continuously and uniformly on the middle surface of an intermediate support along the circumferential direction. The steady flow of fluid is described by the classical potential flow theory. The motion of shell is represented by the first order shear deformation theory (FSDT) to account for rotary inertia and transverse shear strains. The effect of internal fluid can be considered by imposing a relation between the fluid pressure and the radial displacement of the structure at the interface. Numerical examples are presented and compared with existing results.