2013 Fiscal Year Final Research Report
Buckling/Post-buckling analysis of stiffened plate structure using particle method
Project/Area Number |
24656535
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Research Category |
Grant-in-Aid for Challenging Exploratory Research
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Allocation Type | Single-year Grants |
Research Field |
Naval and maritime engineering
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Research Institution | Hiroshima University |
Principal Investigator |
TANAKA SATOYUKI 広島大学, 工学(系)研究科(研究院), 助教 (20452609)
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Project Period (FY) |
2012-04-01 – 2014-03-31
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Keywords | メッシュフリー/粒子法 |
Research Abstract |
In this research, meshfree/particle method is employed to solve thin plate problem. To formulate geometrical nonlinear analysis, updated Lagranginan formulation is used. To treat curved surface, convicted coordinate system is introduced in the formulation. In addition, to solve stiffened plate structure, multiple point constraint (MPC) technique is introduced to model the stiffener. Buckling/Post-buckling analysis is carried out for the stiffened plate structure including initial imperfection and high accuracy results are obtained in the numerical simulation.
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