1997
DOI: 10.1080/00218469708010518
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Vibration and Damping Characteristics of a Beam with a Partially Sandwiched Viscoelastic Layer

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Cited by 13 publications
(6 citation statements)
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“…Hou, et al 21 optimized the location of damping patch and the thickness of viscoelastic layer. Park 22 found that discontinuous damping beam could be more effective and economical for vibration control than a continuous damping beam if the damping patch was located at the free edge of the cantilever beam. Butler, 23 Maoût, 24 Yano 25 and Chen, 26 et al studied the dynamic performance of discontinuous damping structures by means of finite element method.…”
Section: Introductionmentioning
confidence: 99%
“…Hou, et al 21 optimized the location of damping patch and the thickness of viscoelastic layer. Park 22 found that discontinuous damping beam could be more effective and economical for vibration control than a continuous damping beam if the damping patch was located at the free edge of the cantilever beam. Butler, 23 Maoût, 24 Yano 25 and Chen, 26 et al studied the dynamic performance of discontinuous damping structures by means of finite element method.…”
Section: Introductionmentioning
confidence: 99%
“…For example, Dewa, et al [5] investigated the partial cover effect on simply supported beams using an electromagnetic exciter and eddy current type gas sensors as transducers, whilst Rao and Crocker [6] employed an impact hammer with an attached force transducer to excite the single lap joint configurations with the same end conditions, the response being measured by a mini-accelerometer. For the clamped-free end conditions, Park [7], and Douglas and Yang [8] used similar instrumentation to investigate the constrained layer treatment while Qian, et al [9] studied the same with plates. An alternative freefree beam method was improved by Guild and Adams [10], in which flat coils attached to each end of a beam were placed within the fields of permanent magnets.…”
Section: Introductionmentioning
confidence: 99%
“…Dewa et al [12] investigated the partial cover effect on simply supported beams using an electromagnetic exciter and eddycurrent-type gas sensors as transducers, whilst Rao and Crocker [13] employed an impact hammer with an attached force transducer to excite the single lap joint configurations with the same end conditions, the response being measured by a mini-accelerometer. For the clamped-free end conditions, Park [14] and Douglas and Yang [15] used similar instrumentation to investigate the constrained layer treatment while Qian et al [16] studied the same with plates. An alternative free-free beam method was improved by Guild and Adams [17], in which flat coils attached to each end of a beam were placed within the fields of permanent magnets.…”
Section: Introductionmentioning
confidence: 99%