Model Verification and Validation of a Piezo-Elastic Support for Passive and Active Structural State Control of Beams with Circular Cross-Section
Beams in lightweight truss structures are subject to axial and lateral loads that may lead to undesired structural vibration or failure by buckling. The axial and lateral forces may be transferred via the truss supports that offer possibilities for state control of single beams and larger structures...
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| Vydáno v: | Applied Mechanics and Materials Ročník 807; číslo Uncertainty in Mechanical Engineering II; s. 67 - 77 |
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| Hlavní autoři: | , , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
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Trans Tech Publications Ltd
01.11.2015
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| ISBN: | 3038356522, 9783038356523 |
| ISSN: | 1660-9336, 1662-7482, 1662-7482 |
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| Abstract | Beams in lightweight truss structures are subject to axial and lateral loads that may lead to undesired structural vibration or failure by buckling. The axial and lateral forces may be transferred via the truss supports that offer possibilities for state control of single beams and larger structures. In earlier own studies, the concept of a piezo-elastic support for active buckling control and resonant shunt damping has been investigated. An elastic spring element is used to allow a rotation in the beam's bearing in any plane perpendicular to the beam's longitudinal axis. The rotation is laterally transferred to an axial displacement of piezoelectric stack transducers that are either used to generate active lateral forces for active buckling control or to attenuate vibrations with a resonant shunt. In this paper, the model verification and validation of the elastic properties of the piezo-elastic support for passive and active structural control of beams with circular cross-section is presented. The rotational and lateral spring element stiffness is investigated numerically and experimentally and the existing models are updated in the verification process. The model is validated by comparing the numerical results and experimental ability for vibration attenuation. |
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| AbstractList | Beams in lightweight truss structures are subject to axial and lateral loads that may lead to undesired structural vibration or failure by buckling. The axial and lateral forces may be transferred via the truss supports that offer possibilities for state control of single beams and larger structures. In earlier own studies, the concept of a piezo-elastic support for active buckling control and resonant shunt damping has been investigated. An elastic spring element is used to allow a rotation in the beam's bearing in any plane perpendicular to the beam's longitudinal axis. The rotation is laterally transferred to an axial displacement of piezoelectric stack transducers that are either used to generate active lateral forces for active buckling control or to attenuate vibrations with a resonant shunt. In this paper, the model verification and validation of the elastic properties of the piezo-elastic support for passive and active structural control of beams with circular cross-section is presented. The rotational and lateral spring element stiffness is investigated numerically and experimentally and the existing models are updated in the verification process. The model is validated by comparing the numerical results and experimental ability for vibration attenuation. |
| Author | Melz, Tobias Schaeffner, Maximilian Platz, Roland Götz, Benedict |
| Author_xml | – givenname: Maximilian surname: Schaeffner fullname: Schaeffner, Maximilian email: schaeffner@szm.tu-darmstadt.de organization: Technische Universität Darmstadt : Department of System Reliability and Machine Acoustics (SzM) – givenname: Benedict surname: Götz fullname: Götz, Benedict email: goetz@szm.tu-darmstadt.de organization: Technische Universität Darmstadt : Department of System Reliability and Machine Acoustics (SzM) – givenname: Tobias surname: Melz fullname: Melz, Tobias email: melz@szm.tu-darmstadt.de organization: Technische Universität Darmstadt : Department of System Reliability and Machine Acoustics (SzM) – givenname: Roland surname: Platz fullname: Platz, Roland email: roland.platz@lbf.fraunhofer.de organization: Fraunhofer Institute for Structural Durability and System Reliability (LBF) |
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| Issue | Uncertainty in Mechanical Engineering II |
| Keywords | Beam Model Validation Active Buckling Control Vibration Attenuation Model Verification Structural Control |
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| Snippet | Beams in lightweight truss structures are subject to axial and lateral loads that may lead to undesired structural vibration or failure by buckling. The axial... |
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| SubjectTerms | Active control Active damping Aluminum Attenuation Beams (structural) Buckling Bypasses Circularity Cross-sections Elastic buckling Elastic properties Elastic supports Investigations Lateral loads Load Mathematical models Piezoelectricity Rotation Shunts Stiffness Structural vibration Transducers Trusses Verification Vibration |
| Title | Model Verification and Validation of a Piezo-Elastic Support for Passive and Active Structural State Control of Beams with Circular Cross-Section |
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