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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1987.10
- 수록면
- 443 - 446 (4page)
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초록· 키워드
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Plate can continue to carry increasing load subsequent to reaching
the critical stress because of change of stiffness in longitudinal
fibers due to deformed configuration and transverse tensile stress
that arise subsequent to the state of buckling.
A great deal of difficulties are encountered in the theoretical
analyses of the Post-buckling of plate because of the non-linear
behavior for which large deformation and finite strain must be
considered. As a result, approximate analyses are needed to
overcome the theoretical difficulties.
This research is aimed at the approximate analyses of the
post-buckling behavior such as stress distribution and deformation
of plate containing small initial deviations from flatness by
using the Finite Element Method and also at the comparing its
results with that of perfect plate.
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UCI(KEPA) : I410-ECN-0101-2009-540-012924905