Abstract
In this work, a designed-in damping treatment is applied to a simple cantilevered beam. The geometric parameters of this designed-in damper are then optimised to achieve maximum levels of damping but minimum effect on the structural stiffness of the beam. It is shown that the effectiveness of the damping pockets depends on their location and size with respect to the highly stressed regions of the beams. If located correctly, they are more effective than a traditional CLD treatment.
Original language | English |
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Title of host publication | 12th International Congress on Sound and Vibration 2005, ICSV 2005 |
Pages | 5064-5071 |
Number of pages | 8 |
Volume | 6 |
Publication status | Published - 2005 |
Event | 12th International Congress on Sound and Vibration 2005 - Lisbon, Portugal Duration: 11 Jul 2005 → 14 Jul 2005 |
Conference
Conference | 12th International Congress on Sound and Vibration 2005 |
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Abbreviated title | ICSV 2005 |
Country/Territory | Portugal |
City | Lisbon |
Period | 11/07/05 → 14/07/05 |