Abstract
The dynamic behavior of adaptive trusses composed of active members was studied. The active member contained a displacement-controlled actuator with delayed feedback. The stability condition on the gain for small delay times was found to lie between 0 and 1. The optimal delay time depends on the gain as well as on damping of the structure. A numerical example for a cantilever truss subjected to a dynamic concentrated tip force was presented.
Original language | English |
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Pages (from-to) | 3297-3304 |
Number of pages | 8 |
Journal | Collection of Technical Papers - AIAA/ASME Structures, Structural Dynamics and Materials Conference |
Issue number | pt 6 |
DOIs | |
Publication status | Published - 1993 |
Event | 34th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference - La Jolla, CA, USA Duration: 1993 Apr 19 → 1993 Apr 22 |
All Science Journal Classification (ASJC) codes
- Architecture
- Materials Science(all)
- Aerospace Engineering
- Mechanics of Materials
- Mechanical Engineering