Schaeffner, Maximilian ; Götz, Benedict ; Platz, Roland (2021)
Active buckling control of a beam-column with circular cross-section using piezo-elastic supports and integral LQR control.
In: Smart Materials and Structures, 2016, 25 (6)
doi: 10.26083/tuprints-00017750
Article, Secondary publication, Postprint
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Schaeffner, Götz et al. 2016 - Active buckling control_Accepted Manuscript.pdf Copyright Information: CC BY-NC-ND 4.0 International - Creative Commons, Attribution NonCommercial, NoDerivs. Download (9MB) | Preview |
| Item Type: | Article |
|---|---|
| Type of entry: | Secondary publication |
| Title: | Active buckling control of a beam-column with circular cross-section using piezo-elastic supports and integral LQR control |
| Language: | English |
| Date: | 2021 |
| Place of Publication: | Darmstadt |
| Year of primary publication: | 2016 |
| Publisher: | IOP |
| Journal or Publication Title: | Smart Materials and Structures |
| Volume of the journal: | 25 |
| Issue Number: | 6 |
| DOI: | 10.26083/tuprints-00017750 |
| Corresponding Links: | |
| Origin: | Secondary publication service |
| Abstract: | Buckling of slender beam-columns subject to axial compressive loads represents a critical design constraint for light-weight structures. Active buckling control provides a possibility to stabilize slender beam-columns by active lateral forces or bending moments. In this paper, the potential of active buckling control of an axially loaded beam-column with circular solid cross-section by piezo-elastic supports is investigated experimentally. In the piezo-elastic supports, lateral forces of piezoelectric stack actuators are transformed into bending moments acting in arbitrary directions at the beam-column ends. A mathematical model of the axially loaded beam-column is derived to design an integral linear quadratic regulator (LQR) that stabilizes the system. The effectiveness of the stabilization concept is investigated in an experimental test setup and compared with the uncontrolled system. With the proposed active buckling control it is possible to stabilize the beam-column in arbitrary lateral direction for axial loads up to the theoretical critical buckling load of the system. |
| Status: | Postprint |
| URN: | urn:nbn:de:tuda-tuprints-177500 |
| Additional Information: | Accepted Manuscript |
| Classification DDC: | 600 Technology, medicine, applied sciences > 600 Technology 600 Technology, medicine, applied sciences > 620 Engineering and machine engineering |
| Divisions: | 16 Department of Mechanical Engineering > Research group System Reliability, Adaptive Structures, and Machine Acoustics (SAM) DFG-Collaborative Research Centres (incl. Transregio) > Collaborative Research Centres > CRC 805: Control of Uncertainty in Load-Carrying Structures in Mechanical Engineering |
| TU-Projects: | DFG|SFB805|TP C7 Melz DFG|SFB805|C2 Mechanische, mech |
| Date Deposited: | 26 Mar 2021 14:53 |
| Last Modified: | 28 Jul 2023 10:04 |
| URI: | https://tuprints.ulb.tu-darmstadt.de/id/eprint/17750 |
| PPN: | 478531737 |
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