Asymptotic plate post-buckling analysis with HC finite element model = 고연속 유한 요소 모델을 이용한 평판의 후좌굴 문제의 점근 해석

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 432
  • Download : 0
The present study focuses on qualitative analysis of plate post-buckling behaviour, which is performed by the asymptotic analysis on condition that the system shows small deformation and linear behaviour before the bifurcation. After the fundamental mode, eigenmode, correction mode are obtained, the relation of three modes is assessed. As a result, it is obtained that the dominant and minor behaviour are proportional to $|λ-λ_b|^\face{1/2}$ and $|λ-λ_b|$, respectively. The proposed asymptotic scheme is applied to buckling of plate with High-Continuity finite element model which is used to satisfy the required continuity to analyze plate. Post-buckling behaviour of rectangular plate is numerically analyzed based on the proposed asymptotic scheme, the anticipated results are obtained.
Advisors
Lee, Byung-ChairesearcherHuh, Hoonresearcher이병채researcher허훈researcher
Description
한국과학기술원 : 기계공학과,
Publisher
한국과학기술원
Issue Date
1999
Identifier
150408/325007 / 000973225
Language
eng
Description

학위논문(석사) - 한국과학기술원 : 기계공학과, 1999.2, [ [57] p. ]

Keywords

Finite element; Buckling; Stability; 점근; 평판; 유한 요소; 좌굴; 안정성; Asymptotic; Plate

URI
http://hdl.handle.net/10203/45053
Link
http://library.kaist.ac.kr/search/detail/view.do?bibCtrlNo=150408&flag=dissertation
Appears in Collection
ME-Theses_Master(석사논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0