| contributor author | H. T. Banks | |
| contributor author | D. J. Inman | |
| contributor author | Y. Wang | |
| date accessioned | 2017-05-08T23:46:03Z | |
| date available | 2017-05-08T23:46:03Z | |
| date copyright | April, 1994 | |
| date issued | 1994 | |
| identifier issn | 1048-9002 | |
| identifier other | JVACEK-28814#188_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/114662 | |
| description abstract | In this paper we consider damping mechanisms in the context of dynamic beam models. We summarize previous efforts on various damping models (strain rate or Kelvin-Voigt, time hysteresis (Boltzmann), spatial hysteresis, bending rate/square root) for the Euler-Bernoulli beam theory. The Euler-Bernoulli theory is known to be inadequate for experiments in which high frequency modes have been excited. In such cases the Timoshenko theory may be more appropriate; we consider a number of damping hypotheses for this theory. Corresponding models are proposed and compared to experimental data in the context of parameter estimation or identification problems formulated in the frequency domain. Theoretical results related to the convergence of approximations to these infinite dimensional distributed parameter system estimation problems are presented. Associated computational findings for specific beam experiments are discussed. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Bending and Shear Damping in Beams: Frequency Domain Estimation Techniques | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 2 | |
| journal title | Journal of Vibration and Acoustics | |
| identifier doi | 10.1115/1.2930411 | |
| journal fristpage | 188 | |
| journal lastpage | 197 | |
| identifier eissn | 1528-8927 | |
| keywords | Shear (Mechanics) | |
| keywords | Damping | |
| keywords | Distributed parameter systems | |
| keywords | Approximation | |
| keywords | Parameter estimation AND Mechanisms | |
| tree | Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 002 | |
| contenttype | Fulltext | |