• Transactions of the Korean Society of Mechanical Engineers
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• v.9 no.3
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• pp.309-318
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• 1985

본 논문에서는 종형 구조물의 특미인 비대칭성을 고헌할 수 있고 굽힘에너지 (flexural energy)와 확장에너지(extension energy)를 모두 고헌하여 유한요소의 분할 이 용역한 사변형과 삼각형 판-셸 유한요소를 사용하였다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.10 no.3
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• pp.383-391
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• 1986

Mode shapes and natural frequencies of the bell type shell are analyzed numerically by the finite element method. The impulse hammer method and the Fast Fourier Transform analyzer are used for the experimental test. All types of mode shapes are expressed by the computer graphics. Numerical solutions are good agreement with the experimental results. The sustaining sound of the typical bell-type shell depend upon the first flexural mode (0-2 mode) and the second flexural mode (0-3 mode), and their mode shapes are independent upon thickness Dangjwas, holes, and added mass effects. Asymmetric effects by Dangjwas, holes and added mass give rise to beat frequencies, and the added mass is found to be most effective.