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A noninvasive method for the measurement of flow-induced surface displacement of a compliant surface
Authors:D E Hess  R A Peattie  W H Schwarz
Affiliation:(1) The Johns Hopkins University, 21218 Baltimore, MD., USA;(2) Present address: Fluid Mechanics, National Institute of Standards and Technology, Building 230, Room 105, 20899 Gaithersburg, MD., USA
Abstract:A noninvasive optical method is described which allows the measurement of the vertical component of the instantaneous displacement of a surface at one or more points. The method has been used to study the motion of a passive compliant layer responding to the random forcing of a fully developed turbulent boundary layer. However, in principle, the measurement technique described here can be used equally well with any surface capable of scattering light and to which optical access can be gained. The technique relies on the use of electro-optic position-sensitive detectors; this type of transducer produces changes in current which are linearly proportional to the displacement of a spot of light imaged onto the active area of the detector. The system can resolve displacements as small as 2 mgrm for a point 1.8 mm in diameter; the final output signal of the system is found to be linear for displacements up to 200 mgrm, and the overall frequency response is from DC to greater than 1 kHz. As an example of the use of the system, results detailing measurements obtained at both one and two points simultaneously are presented.List of symbols C t elastic transverse wave speed = (G/rgr)1/2 - d + spot diameter normalized by viscous length scale - G frequency average of Gprime(ohgr) - Gprime(ohgr) shear storage modulus - GPrime(ohgr) shear loss modulus - l. viscous length scale = v/u * - N total number of sampled data values - r separation vector for 2-point measurements = (xgr, zeta) - rms root-mean-square value - R theta momentum thickness Reynolds number = theta U t8/v - t time - u (y) mean streamwise component of velocity in boundary layer - u * friction velocity = (t w/rgr)1/2 - U infin free-stream velocity - x, y, z longitudinal, normal and spanwise directions - y o undisturbed surface position - delta vertical component of compliant surface displacement - delta 99 boundary layer thickness for which u(y) = 0.99 U t8 - delta l viscous sublayer thickness sim 5 l * - eegr frequency average of GPrime(ohgr)/ohgr - theta boundary layer momentum thicknes = 
$$\int\limits_0^\infty  {\frac{{u(y)}}{{U_\infty  }}} \left( {1 - \frac{{u(y)}}{{U_\infty  }}} \right)dy$$
- mgr fluid dynamic viscosity - v fluid kinematic viscosity = mgr/rgr - xgr, zeta longitudinal, spanwise components of separation vector r - rgr fluid density - tau time delay - tau w wall shear stress
Keywords:
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