Abstract
This work presents an experimental investigation into the dynamic behavior of a bolted joint beam configuration. The impact hammer is chosen as an alternative to classical harmonic excitation methods. The structural responses are explored for a range of the joint tightening toques and various levels of impulse hammer excitations. A symmetric beam assembly made of two nominally identical steel beams is studied. Symmetric modes are found to be sensitive to the test parameters. For given torque, impact-based varying joint loading conditions are used to induce the nonlinear joint effects. A linear data processing strategy is used to observe the nonlinear behavior indirectly. The dynamic joint behavior is described in the form of the modal frequency-damping ratio performance maps represented by the two-parametric approximating quadratic response surface models. This model maps the joint conditions on the corresponding dynamic characteristics of interest and it will serve as a basis for the parametric linear joint model development.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the ISMA 2016 International Conference on Noise and Vibration Engineering |
| Place of Publication | Leuven, Belgium |
| Publisher | KU Leuven, Departement Werktuigkunde |
| Pages | 789-801 |
| Number of pages | 13 |
| ISBN (Electronic) | 9789073802940 |
| Publication status | Published - 21 Sept 2016 |
| Event | 27th International Conference on Noise and Vibration Engineering, ISMA 2016 and International Conference on Uncertainty in Structural Dynamics, USD2016 - Leuven, Belgium Duration: 19 Sept 2016 → 21 Sept 2016 |
Conference
| Conference | 27th International Conference on Noise and Vibration Engineering, ISMA 2016 and International Conference on Uncertainty in Structural Dynamics, USD2016 |
|---|---|
| Country/Territory | Belgium |
| City | Leuven |
| Period | 19/09/16 → 21/09/16 |
Research Groups and Themes
- Composites UTC
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