Abstract
This study focuses on the dynamics of a flexible cylindrical structure wrapped by repeated transverse rectangular ribs, in an annular flow geometry, under two boundary conditions: simply supported ends and clamped ends. The dynamics is predicted by linear and nonlinear theories. Based on the linear equation a straightforward nonlinear equation can be derived. A parametric investigation of the effect of the ribs' dimensionless geometry characterized by the pitch-to-height and width-to-height ratios, on the fluid-elastic instability characteristics is considered. The results of the present study indicate a strong dependency between rod instability and rib roughness. The nonlinear model confirms the existence of post critical instability and the reliability of the linear results.
Original language | English |
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Pages (from-to) | 349-359 |
Number of pages | 11 |
Journal | Nuclear Engineering and Design |
Volume | 269 |
DOIs | |
State | Published - 1 Apr 2014 |
Externally published | Yes |
ASJC Scopus subject areas
- Nuclear and High Energy Physics
- Nuclear Energy and Engineering
- General Materials Science
- Safety, Risk, Reliability and Quality
- Waste Management and Disposal
- Mechanical Engineering