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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1984.10
- 수록면
- 225 - 230 (6page)
이용수
초록· 키워드
오류제보하기
An approximate method is proposed in this research for the
buckling analysis of rectangular plate by the combination
of the finite element method and transfer matrix method.
In the analysis, the rectangular plate is at first divided
into finite number of strips, each of which is again divided
into finite number of elements, similarly as in finite element
analysis. The element stiffness matrices are derived by using
finite element scheme in each strip and the strips are
connected through transfer matrix which is obtained by
considering the displacement continuity and force equilibrium
condition at nodes between adjacent strips. Finally eigenvalue
problems for the plate buckling are derived through the
application of the boundary condition to the transfer matrix.
To demonstrate the applicability of this method, the analysis
results in simply supported plate are compared with the exact
solution.
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UCI(KEPA) : I410-ECN-0101-2009-540-012922249