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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- Korean Society for Precision Engineering Journal of the Korean Society for Precision Engineering 한국정밀공학회지 제21권 제3호
- 발행연도
- 2004.3
- 수록면
- 109 - 116 (8page)
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초록· 키워드
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This paper investigates the characteristics of deflection for circular plate that has same supporting boundary condition along the width direction of plate according to the length change of supporting end. For two boundary conditions such as simple supporting and clamping on both ends, this study derives maximum deflection formula of circular plate using differential equation of elastic curve, assuming that a circular plate is a beam with different widths along the longitudinal direction. The deflection formula of circular plate is verified by carrying out finite element analysis with regard to the ratio of length of supporting end to radius of circular plate.
목차
ABSTRACT
1. 서론
2. 원형평판의 길이방향에 따른 처짐 공식
3. 해석결과 및 고찰
4. 결론
후기
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UCI(KEPA) : I410-ECN-0101-2009-555-016815466