Abstract
The effectiveness of conventional strain based damping treatments can be markedly reduced by the presence of significant in-plane tensile loading. Inertial damping approaches, such as tuned mass absorbers, are immune to such loading, but are typically effective over a small frequency range. A distributed inertial damper concept is presented that uses a collection of individual dampers to produce broadband energy dissipation. The effectiveness of the distributed damper is demonstrated using a simply supported beam under tensile load.
| Original language | English (US) |
|---|---|
| Pages | 2427-2436 |
| Number of pages | 10 |
| DOIs | |
| State | Published - Jan 1 1996 |
| Event | 37th AIAA/ASME/ASCE/AHS/ASC Structure, Structural Dynamics and Materials Conference, 1996 - Salt Lake City, United States Duration: Apr 15 1996 → Apr 17 1996 |
Other
| Other | 37th AIAA/ASME/ASCE/AHS/ASC Structure, Structural Dynamics and Materials Conference, 1996 |
|---|---|
| Country | United States |
| City | Salt Lake City |
| Period | 4/15/96 → 4/17/96 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Mechanics of Materials
- Architecture
- Building and Construction
Cite this
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Broadband vibration damping in beams using distributed viscoelastic tuned mass absorbers. / Zapfe, J. A.; Lesieutre, George A.
1996. 2427-2436 Paper presented at 37th AIAA/ASME/ASCE/AHS/ASC Structure, Structural Dynamics and Materials Conference, 1996, Salt Lake City, United States.Research output: Contribution to conference › Paper
TY - CONF
T1 - Broadband vibration damping in beams using distributed viscoelastic tuned mass absorbers
AU - Zapfe, J. A.
AU - Lesieutre, George A.
PY - 1996/1/1
Y1 - 1996/1/1
N2 - The effectiveness of conventional strain based damping treatments can be markedly reduced by the presence of significant in-plane tensile loading. Inertial damping approaches, such as tuned mass absorbers, are immune to such loading, but are typically effective over a small frequency range. A distributed inertial damper concept is presented that uses a collection of individual dampers to produce broadband energy dissipation. The effectiveness of the distributed damper is demonstrated using a simply supported beam under tensile load.
AB - The effectiveness of conventional strain based damping treatments can be markedly reduced by the presence of significant in-plane tensile loading. Inertial damping approaches, such as tuned mass absorbers, are immune to such loading, but are typically effective over a small frequency range. A distributed inertial damper concept is presented that uses a collection of individual dampers to produce broadband energy dissipation. The effectiveness of the distributed damper is demonstrated using a simply supported beam under tensile load.
UR - http://www.scopus.com/inward/record.url?scp=0029698999&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0029698999&partnerID=8YFLogxK
U2 - 10.2514/6.1996-1595
DO - 10.2514/6.1996-1595
M3 - Paper
AN - SCOPUS:0029698999
SP - 2427
EP - 2436
ER -