Abstract
The problem of controlling the bending vibration of cantilevers modeled as closed cross-section thin-walled beams and incorporating a number of nonclassical effects, such as transverse shear, secondary warping, and heterogeneity, is investigated. The control is carried out via a bending moment applied at the tip of the structure. A combined feedback control law relating the boundary moment at the beam tip with the kinematic response variables appropriately selected is implemented, and its results on the closed-loop eigenfrequencies and dynamic response are highlighted. The capabilities and efficiency of this control methodology, considered in conjunction with a number of nonclassical effects featuring the structure, are illustrated, and pertinent conclusions are outlined.
| Original language | English |
|---|---|
| Pages (from-to) | 733-746 |
| Number of pages | 14 |
| Journal | JVC/Journal of Vibration and Control |
| Volume | 4 |
| Issue number | 6 |
| DOIs | |
| Publication status | Published - 1998 Nov |
| Externally published | Yes |
Keywords
- Boundary moment control
- Cantilevered thin-walled beams
- Combined feedback control
ASJC Scopus subject areas
- General Materials Science
- Automotive Engineering
- Aerospace Engineering
- Mechanics of Materials
- Mechanical Engineering