Cable Vibration Suppression with Inerter-Based AbsorbersSource: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 002DOI: 10.1061/(ASCE)EM.1943-7889.0001554Publisher: American Society of Civil Engineers
Abstract: Stay cables are prone to vibrations due to their low inherent damping. This paper presents an approach for systematic identification of beneficial passive vibration absorber layouts consisting of a damper, a spring, or an inerter. With the proposed method, optimal configurations among all layouts with three elements or fewer are identified. The inerter is a two-port mechanical element with the property that the applied force is proportional to the relative acceleration between its terminals. In this work, a finite-element taut cable model, with a generic vibration absorber represented by its admittance function, is first established. Two performance measures, depending on the length of the cable and the forcing conditions, are introduced to assess the effect of candidate absorbers. Potential advantages of low-complexity inerter-based absorber layouts are then systematically investigated, with corresponding element values in these layouts identified. Building on this, the effect of series compliance is also examined for beneficial absorber layouts. It is shown that, up to a certain inertance, which depends on the stiffness of the series compliance, the performance advantages over a viscous damper can be maintained, or even increased in some cases, if the element values are properly tuned.
|
Collections
Show full item record
| contributor author | Jiannan Luo; Jason Zheng Jiang; John H. G. Macdonald | |
| date accessioned | 2019-03-10T12:05:28Z | |
| date available | 2019-03-10T12:05:28Z | |
| date issued | 2019 | |
| identifier other | %28ASCE%29EM.1943-7889.0001554.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4254836 | |
| description abstract | Stay cables are prone to vibrations due to their low inherent damping. This paper presents an approach for systematic identification of beneficial passive vibration absorber layouts consisting of a damper, a spring, or an inerter. With the proposed method, optimal configurations among all layouts with three elements or fewer are identified. The inerter is a two-port mechanical element with the property that the applied force is proportional to the relative acceleration between its terminals. In this work, a finite-element taut cable model, with a generic vibration absorber represented by its admittance function, is first established. Two performance measures, depending on the length of the cable and the forcing conditions, are introduced to assess the effect of candidate absorbers. Potential advantages of low-complexity inerter-based absorber layouts are then systematically investigated, with corresponding element values in these layouts identified. Building on this, the effect of series compliance is also examined for beneficial absorber layouts. It is shown that, up to a certain inertance, which depends on the stiffness of the series compliance, the performance advantages over a viscous damper can be maintained, or even increased in some cases, if the element values are properly tuned. | |
| publisher | American Society of Civil Engineers | |
| title | Cable Vibration Suppression with Inerter-Based Absorbers | |
| type | Journal Paper | |
| journal volume | 145 | |
| journal issue | 2 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0001554 | |
| page | 04018134 | |
| tree | Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 002 | |
| contenttype | Fulltext |