FINITE ELEMENT ANALYSIS OF 3D VISCID PERIODIC WAVE PROPAGATION IN HYDRAULIC SYSTEMS
Keywords:
3D viscid wave propagation, finite element analysis, singular perturbation, boundary layer theoryAbstract
A very compact description of viscid wave propagation in straight transmission lines with a circular cross section in frequency domain by a transcendental transfer matrix is known since several decades. The corresponding research results show that fluid friction is limited to small dynamic boundary layers whereas the remaining fluid domain exhibits practically no friction effect and has bulk flow characteristics. An explanation how this boundary layer transfers its dissipative effect to the bulk flow has been given by Gittler et al. using asymptotic expansion techniques. They found that the effect of the boundary layer on the bulk flow in the centre is given by radial velocity components. The authors have shown that the findings of Gittler et al. are generally valid in the 3D case exploiting matched asymptotic expansions. In this paper these results are developed further to exploit this dynamical boundary layer theory for an efficient Finite Element (FE) computation of viscid waves. Standard acoustic elements without viscosity as available in many FE codes combined with frequency dependent acoustic boundary conditions can be used to simulate 3D viscid wave propagation in frequency domain. Comparison with the analytical transmission line theory shows the validity and wide applicability of this approach. It is much more efficient than a direct resolution of the viscid boundary layer by a fine FE grid.
Downloads
References
Brummayer, M. 2000. Wellenausbreitungsvorgänge
in hydraulischen Wellenkonvertern unter Berücksichtigung
von Reibungseffekten. Doctoral thesis.
Johannes Kepler University Linz.
D’Souza, A. and Oldenburger, R. 1964. Dynamic
Response of Fluid Lines. Trans. ASME, Journal
Basic Engng, 86, pp. 589-598.Eckhaus, W. 1979. Asymptotic Analysis of Singular
Perturbations. North- Holland.
Furtmüller, J. 2006. Berechnung einer Rohrströmung
mit der Methode der Finiten Elemente und Vergleich
mit analytischen Lösungen. Master’s thesis.
Johannes Kepler University Linz.
Gittler, Ph. and Kluwick, A. 1989. Dispersive Wandreibungseffekte
bei hochfrequenten Wellen in gasgefüllten
Rohren. ZAMM 69, 578-579.
Hibbit, Karlsson and Soresnsen, Inc. 2001.
Abaqus/Standard User’s Manual, Version 6.2.
Kevorkian, J. and Cole, J.D. 1980. Perturbation
Methods in Applied Mathematics. Series: Applied
Mathematical Sciences, Vol. 43, Springer.
Manhartsgruber, B., Mikota, G. and Scheidl, R.
Modelling of a Switching Control Hydraulic
System. Mathematical and Computer Modelling of
Dynamical Systems, 11, pp. 329-344.
Manhartsgruber, B. 2005. Reduced Order, Discrete-
Time, Input-Output Modelling of Laminar Pipe
Flow. WSEAS, in IASME Transactions Vol. 2, No.
, pp. 911-18.
Manhartsgruber, B. 2006. On the Passivity of a
Galerkin Finite Element Model For Transient Flow
in Hydraulic Pipelines. Proceedings of the Institution
of Mechanical Engineers, Part I: Journal of
Systems and Control Eng. Vol. 220, No. 3, pp. 223-
OpenFOAM®, http://www.opencfd.co.uk/openfoam
Scheidl, R. and Manharstgruber B. 2006. On 3D
viscid periodic wave propagation in hydraulic systems,
Power Transmission and Motion Control -
PTMC 2006. pp. 109-120.
Schöberl, J. 2006. Start Project: 3D hp-Finite Elements:
Fast Solvers and Adaptivity. Sponsored by
the Austrian Science Foundation (FWF),
http://www.hpfem.jku.at/index.html?/joachim/
(March).
Stecki, J. and Davis, D. 1986. Fluid Transmission
Lines – Distributed Parameter Models. Part1: A review
on the State of the Art. Proc. Instn. Mech.
Engnrs. Part A, 200, pp. 215-228.
Zielke, W. 1968. Frequency-Dependent Friction in
Transient Pipe Flow. Trans. ASME, Journal Basic
Engng., 90, pp. 109-115.