Abstract
We present a mixed velocity–pressure finite element formulation for solving the updated Lagrangian equations for quasi and fully incompressible fluids. Details of the governing equations for the conservation of momentum and mass are given in both differential and variational form. The finite element interpolation uses an equal order approximation for the velocity and pressure unknowns. The procedure for obtaining stabilized FEM solutions is outlined. The solution in time of the discretized governing conservation equations using an incremental iterative segregated scheme is described. The linearization of these equations and the derivation of the corresponding tangent stiffness matrices is detailed. Other iterative schemes for the direct computation of the nodal velocities and pressures at the updated configuration are presented. The advantages and disadvantages of choosing the current or the updated configuration as the reference configuration in the Lagrangian formulation are discussed.
Similar content being viewed by others
References
Badia S, Codina R (2009) Unified stabilized finite element formulation for the Stokes and the Darcy problems. SIAM J Numer Anal 47:1971–2000
Bathe KJ (1996) Finite element procedures. Prentice-Hall, Englewood Cliffs, NJ
Bazilevs Y, Takizawa K, Tezduyar TE (2013) Computational fluid–structure interaction: methods and applications. Wiley, London
Belytschko T, Liu WK, Moran B (2013) Non linear finite element for continua and structures, 2nd edn. Wiley, London
Bonet J, Wood RD (2008) Non linear continuum mechanics for finite element analysis, 2nd edn. Wiley, London
Brackbill JU, Kothe DB, Ruppel HM (1988) FLIP: a low-dissipation, particle-in-cell method for fluid flow. Comput Phys Commun 48:25–38
Burgess D, Sulsky D, Brackbill JU (1992) Mass matrix formulation of the FLIP particle-in-cell method. J Comput Phys 103(1):1–15
Codina R (2002) Stabilized finite element approximation of transient incompressible flows using orthogonal subscales. Comput Meth Appl Mech Eng 191:4295–4321
Codina R, Coppola-Owen H, Nithiarasu P, Liu C (2006) Numerical comparison of CBS and SGS as stabilization techniques for the incompressible Navier–Stokes equations. Int J Numer Meth Eng 66:1672–1689
Donea J, Huerta A (2003) Finite element methods for flow problems. Wiley, London
Franci A, Oñate E, Carbonell JM (2013) Unified Lagrangian formulation for analysis of fluid–structure interaction problems. Research Report PI-400, CIMNE, Barcelona
Harlow FH (1963) The particle-in-cell computing method for fluid dynamics. Methods Comput Phys 3:219
Holzaphel GA (2000) Non linear solid mechanics. Wiley, London
Huerta A, Vidal Y, Bonet J (2006) Updated Lagrangian formulation for corrected smooth particle hydrodynamics. Int J Comput Methods 3(4):383–399
Hughes TJR, Scovazzi G, Franca LP (2004) Multiscale and stabilized methods. In: Stein E, de Borst R, Hughes TJR (eds) Encyclopedia of computional mechanics, vol 3. Wiley, London, pp 5–60
Idelsohn SR, Oñate E, Del Pin F (2004) The particle finite element method: a powerful tool to solve incompressible flows with free-surfaces and breaking waves. Int J Numer Meth Eng 61(7):964– 989
Idelsohn SR, Marti J, Limache A, Oñate E (2008) Unified Lagrangian formulation for elastic solids and incompressible fluids: application to fluid-structure interaction problems via the PFEM. Comput Meth Appl Mech Eng 197(19–20):1762–1776
Li S, Liu WK (2002) Meshfree and particle methods and their applications. Appl Mech Rev 55:1
Liu WK, Chen Y, Jun S, Chen JS, Belytschko T, Pan C, Uras RA, Chang CT (1996) Overview and applications of the reproducing kernel particle methods. Arch Comput Methods Eng 3(1):3–80
Liu MB, Liu GR (2010) Smoothed particle hydrodynamics (SPH): an overview and recent developments. Arch Comput Methods Eng 17:25–76
Oñate E (1998) Derivation of stabilized equations for advective-diffusive transport and fluid flow problems. Comput Meth Appl Mech Eng 151:233–267
Oñate E (2000) A stabilized finite element method for incompressible viscous flows using a finite increment calculus formulation. Comput Methods Appl Mech Eng 182(1–2):355–370
Oñate E (2003) Multiscale computational analysis in mechanics using finite calculus: an introduction. Comput Meth Appl Mech Eng 192(28–30):3043–3059
Oñate E (2004) Possibilities of finite calculus in computational mechanics. Int J Numer Meth Eng 60(1):255–281
Oñate E, Idelsohn SR, Del Pin F, Aubry R (2004) The particle finite element method. An Overv Int J Comput Methods 1(2):267–307
Oñate E, García J, Idelsohn SR, Del Pin F (2006) FIC formulations for finite element analysis of incompressible flows. Eulerian, ALE and Lagrangian approaches. Comput Meth Appl Mech Eng 195(23–24):3001–3037
Oñate E, Valls A, García J (2007) Computation of turbulent flows using a finite calculus-finite element formulation. Int J Numer Meth Eng 54:609–637
Oñate E (2009) Structural analysis with the finite element method. Linear statics. Volume 1. Basis and solids. CIMNE-Springer, Berlin
Oñate E, Celigueta MA, Idelsohn SR, Salazar F, Suárez B (2011) Possibilities of the particle finite element method for fluid–soil–structure interaction problems. Comput Mech 48(3):307–318
Oñate E, Idelsohn SR, Felippa C (2011) Consistent pressure Laplacian stabilization for incompressible continua via higher-order finite calculus. Int J Numer Meth Eng 87(1–5):171–195
Oñate E, Franci A, Carbonell JM (2014) Lagrangian formulation for finite element analysis of incompressible fluids with reduced mass losses. Int J Numer Meth Fluids 74:699–731. doi:10.1002/fld.3870
Oñate E, Nadukandi P, Idelsohn SR (2014) P1/P0+ elements for incompressible flows with discontinuous material properties. Comput Meth Appl Mech Eng 271:185–209
Patankar NA, Joseph DD (2001) Lagrangian numerical simulation of particulate flows. Int J Multiphase Flow 27(10):1685–1706
Radovitzky R, Ortiz M (1998) Lagrangian finite element analysis of newtonian fluid flows. Int J Numer Meth Eng 43:607–619
Ramaswamy B, Kawahara M (1986) Lagrangian finite element analysis applied to viscous free surface fluid flow. Int J Numer Meth Fluids 7:953–984
Wriggers P (2008) Non linear finite element methods. Springer, Berlin
Tezduyar TE (2001) Finite elements for flow problems with moving boundaries and interfaces. Arch Comput Methods Eng 8:83–130
Zhang DZ, Zou Q, VanderHeyden WB, Ma X (2008) Material point method applied to multiphase flows. J Comput Phys 227(6):3159–3173
Zienkiewicz OC, Taylor RL, Zhu JZ (2005) The finite element method. Vol. 1 The basis, 6th edn. Elsevier, Amsterdam
Zienkiewicz OC, Taylor RL (2005) The finite element method. Vol. 2 Solid and structural mechanics, 6th edn. Elsevier, Amsterdam
Zienkiewicz OC, Taylor RL, Nithiarasu P (2005) The finite element method. Vol. 3 Fluid dynamics, 6th edn. Elsevier, Amsterdam
Acknowledgments
This work was partially supported by the Advanced Grant project SAFECON of the European Research Council (ERC).
Author information
Authors and Affiliations
Corresponding author
Appendix: Linearization of the momentum equations with respect to the nodal velocities
Appendix: Linearization of the momentum equations with respect to the nodal velocities
Using the expression of \({}^{n+1}\bar{{\mathbf {r}}}_m\) of Eq. (62) and neglecting the changes of the external vector \({}^{n+1}\bar{{\mathbf {f}}}_m\) with the velocity (accounting for these changes is possible and will lead to additional terms in the tangent matrix), we can write
Introducing Eqs. (55) and (59) into (102) gives after some algebra [4, 5, 36]
where
It can be shown that tensor \({\varvec{\mathcal {I}}}\) is symmetric [4, 5].
On the other hand,
with
with \({}_nN^v_{i,j}\) defined in Eq. (58b).
In the derivation of Eqs. (104), (105) and (107a) we have assumed that \( d(\Delta u_{i})= du_{i} =\Delta t ~d ({}^{n+\alpha }v_{i}) = \Delta t ~dv_{i}\). This relationship follows from Eq. (60a).
Substituting Eqs. (103)–(105) and (107a) and the interpolation for the pressure (Eq. (53)) into (102) yields the linearized form of the residual vector of the discretized momentum equations as
where matrices \({{\mathbf {M}}}_v\) and \({{\mathbf {Q}}}\) were given in Eq. (67) and \({{\mathbf {K}}}_c\) and \({{\mathbf {K}}}_\sigma \) are the constitutive and initial stress matrices, respectively. The expression of these matrices is
The tangent constitutive tensor \({\varvec{\mathcal {C}}}_T\) is deduced from Eqs. (102), (103)–(105) as
It is straightforward to show that tensor \({\varvec{\mathcal {C}}}_T\) is symmetric.
Rights and permissions
About this article
Cite this article
Oñate, E., Carbonell, J.M. Updated lagrangian mixed finite element formulation for quasi and fully incompressible fluids. Comput Mech 54, 1583–1596 (2014). https://doi.org/10.1007/s00466-014-1078-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00466-014-1078-1