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Frequency-dependent damping model for the hydroacoustic finite element analysis of fluid-filled pipes with diameter changes
- Source :
- Mechanical Systems and Signal Processing. 25:981-990
- Publication Year :
- 2011
- Publisher :
- Elsevier BV, 2011.
-
Abstract
- The integration of a model for longitudinal hydroacoustic fluid damping in thin hydraulic pipes in 3D finite element models is presented in this paper. In order to perform quantitative prediction of the vibroacoustic behavior and resulting noise levels of such fluid–structure coupled system due to hydraulic excitation, an accurate frequency-dependent fluid damping model including friction effects near the pipe wall is required. This step is achieved by matching complex wave numbers from analytical derivation into a parameterized damped wave equation and consecutive translation into finite element modeling. Since the friction effect close to the pipe wall changes locally with the inner pipe radius, the fluid damping model is applied segment-wise in order to model the influence of cross-sectional discontinuity, such as orifices, on the oscillating pressure pulsations. A component synthesis approach, which uses pipe segments as substructures, allows a simple model generation and fast computation times. The numerical harmonic results are compared to experimental frequency response functions, which are performed on a hydraulic test bench driven by a dynamic pressure source in the kHz-range.
- Subjects :
- Engineering
Frequency response
business.industry
Mechanical Engineering
Computation
Aerospace Engineering
Structural engineering
Damped wave
Mechanics
Finite element method
Computer Science Applications
Physics::Fluid Dynamics
Discontinuity (geotechnical engineering)
Control and Systems Engineering
Signal Processing
Wavenumber
Dynamic pressure
business
Body orifice
Civil and Structural Engineering
Subjects
Details
- ISSN :
- 08883270
- Volume :
- 25
- Database :
- OpenAIRE
- Journal :
- Mechanical Systems and Signal Processing
- Accession number :
- edsair.doi...........445c182d2fcd71184adb64e83d36f17b