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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1987.10
- 수록면
- 509 - 512 (4page)
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초록· 키워드
오류제보하기
The problem of plate buckling can be analyzed by thin plate theory
on the basis of Kirchoff assumption which implies the neglect of
transverse shear effects, but the use of this theory can lead to
inaccuracy in other situation where the plate is not truly thin.
The purpose of this reserach is to investigate the variation of
plate buckling coefficient according to its thickness by transverse
shear effects.
Two approximate methods, Rayleigh-Ritz method and finite strip
method, are adopted to derive eigenvalue problem in the thick plate
buckling equation, and Jacobian method are used to solve this problem.
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UCI(KEPA) : I410-ECN-0101-2009-540-012925053