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\n\n \n \n \n \n \n \n Numerical simulations of bouncing jets.\n \n \n \n \n\n\n \n Bonito, A.; Guermond, J.; and Lee, S.\n\n\n \n\n\n\n
International Journal for Numerical Methods in Fluids, 80(1): 53-75. 2016.\n
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@article {BonGueLee2016,\nauthor = {Bonito, Andrea and Guermond, Jean-Luc and Lee, Sanghyun},\ntitle = {Numerical simulations of bouncing jets},\njournal = {International Journal for Numerical Methods in Fluids},\nvolume = {80},\nnumber = {1},\nissn = {1097-0363},\nurl = {http://dx.doi.org/10.1002/fld.4071},\ndoi = {10.1002/fld.4071},\npages = {53-75},\nkeywords = {Bouncing jet, Kaye effect, Entropy viscosity, Level set, Projection method, Shear-thinning viscosity, \n Adaptive finite elements, Navier-Stokes,Multi phase flow},\nyear = {2016},\nabstract = {Bouncing jets are fascinating phenomenon occurring under certain conditions when a jet impinges on a free surface. This effect is observed when the fluid is Newtonian and the jet falls in a bath undergoing a solid motion. It occurs also for non-Newtonian fluids when the jets fall in a vessel at rest containing the same fluid. We investigate numerically the impact of the experimental setting and the rheological properties of the fluid on the onset of the bouncing phenomenon. Our investigations show that the occurrence of a thin lubricating layer of air separating the jet and the rest of the liquid is a key factor for the bouncing of the jet to happen. The numerical technique that is used consists of a projection method for the Navier-Stokes system coupled with a level set formulation for the representation of the interface. The space approximation is carried out with adaptive finite elements. Adaptive refinement is shown to be very important to capture the thin layer of air that is responsible for the bouncing.}\n}\n\n\n
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\n Bouncing jets are fascinating phenomenon occurring under certain conditions when a jet impinges on a free surface. This effect is observed when the fluid is Newtonian and the jet falls in a bath undergoing a solid motion. It occurs also for non-Newtonian fluids when the jets fall in a vessel at rest containing the same fluid. We investigate numerically the impact of the experimental setting and the rheological properties of the fluid on the onset of the bouncing phenomenon. Our investigations show that the occurrence of a thin lubricating layer of air separating the jet and the rest of the liquid is a key factor for the bouncing of the jet to happen. The numerical technique that is used consists of a projection method for the Navier-Stokes system coupled with a level set formulation for the representation of the interface. The space approximation is carried out with adaptive finite elements. Adaptive refinement is shown to be very important to capture the thin layer of air that is responsible for the bouncing.\n
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\n\n \n \n \n \n \n \n Phase-field modeling of proppant-filled fractures in a poroelastic medium .\n \n \n \n \n\n\n \n Lee, S.; Mikelić, A.; Wheeler, M. F.; and Wick, T.\n\n\n \n\n\n\n
Computer Methods in Applied Mechanics and Engineering , 312: 509 - 541. 2016.\n
Phase Field Approaches to Fracture \n\n
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@article{LeeMikWheWick2016_Prop,\nauthor = "Sanghyun Lee and Andro Mikeli{\\'c} and Mary F. Wheeler and Thomas Wick",\ntitle = "Phase-field modeling of proppant-filled fractures in a poroelastic medium ",\njournal = "Computer Methods in Applied Mechanics and Engineering ",\nvolume = "312",\nnumber = "",\npages = "509 - 541",\nyear = "2016",\nnote = "Phase Field Approaches to Fracture ",\nissn = "0045-7825",\ndoi = "http://dx.doi.org/10.1016/j.cma.2016.02.008",\nurl = "http://www.sciencedirect.com/science/article/pii/S0045782516300305",\nkeywords = {Phase-field fracture, Hydraulic fracturing, Proppant transport,Locally conservative,\n Quasi-Newtonian flow, Porous media},\nabstract={In this paper we present a phase field model for proppant-filled fractures in a poroelastic medium. The formulation of the coupled system involves four unknowns: displacements, phase field, pressure, and proppant concentration. The two-field displacement phase-field system is solved fully-coupled and accounts for crack irreversibility. This solution is then coupled to the pressure equation via a fixed-stress iteration. The pressure is obtained by using a diffraction equation where the phase-field variable serves as an indicator function that distinguishes between the fracture and the reservoir. The transport of the proppant in the fracture is modeled by using a power-law fluid system. The numerical discretization in space is based on Galerkin finite elements for displacements and phase-field, and an enriched Galerkin method is applied for the pressure equation in order to obtain local mass conservation. The concentration is solved with cell-centered finite elements. Nonlinear equations are treated with Newton’s method. Our developments are substantiated with several numerical examples in two and three dimensions.}\n}\n\n\n\n\n
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\n In this paper we present a phase field model for proppant-filled fractures in a poroelastic medium. The formulation of the coupled system involves four unknowns: displacements, phase field, pressure, and proppant concentration. The two-field displacement phase-field system is solved fully-coupled and accounts for crack irreversibility. This solution is then coupled to the pressure equation via a fixed-stress iteration. The pressure is obtained by using a diffraction equation where the phase-field variable serves as an indicator function that distinguishes between the fracture and the reservoir. The transport of the proppant in the fracture is modeled by using a power-law fluid system. The numerical discretization in space is based on Galerkin finite elements for displacements and phase-field, and an enriched Galerkin method is applied for the pressure equation in order to obtain local mass conservation. The concentration is solved with cell-centered finite elements. Nonlinear equations are treated with Newton’s method. Our developments are substantiated with several numerical examples in two and three dimensions.\n
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\n\n \n \n \n \n \n \n A Locally Conservative Enriched Galerkin Approximation and Efficient Solver for Elliptic and Parabolic Problems.\n \n \n \n \n\n\n \n Lee, S.; Lee, Y.; and Wheeler, M. F.\n\n\n \n\n\n\n
SIAM Journal on Scientific Computing, 38(3): A1404-A1429. 2016.\n
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@article{LeeLeeWhe2016_EG,\nauthor = {Sanghyun Lee and Young-Ju Lee and Mary F. Wheeler},\ntitle = {A Locally Conservative Enriched Galerkin Approximation and Efficient Solver for Elliptic and Parabolic Problems},\njournal = {SIAM Journal on Scientific Computing},\nvolume = {38},\nnumber = {3},\npages = {A1404-A1429},\nyear = {2016},\ndoi = {10.1137/15M1041109},\nURL = {http://dx.doi.org/10.1137/15M1041109},\nkeywords={Porous media,Enriched Galerkin, Locally conservative, Solver}, \nabstract={We present and analyze an enriched Galerkin finite element method (EG) to solve elliptic and parabolic equations with jump coefficients. EG is formulated by enriching the conforming continuous Galerkin finite element method (CG) with piecewise constant functions which can be considered as a penalty stabilization. The method is shown to be locally and globally conservative, while keeping fewer degrees of freedom in comparison with discontinuous Galerkin finite element methods (DG). Moreover, we present and analyze a fast effective EG solver whose cost is roughly that of CG and which can handle an arbitrary order of approximations. A number of numerical tests in two and three dimensions are presented to confirm our theoretical results as well as to demonstrate the advantages of EG when coupled with transport.}\n}\n\n\n
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\n We present and analyze an enriched Galerkin finite element method (EG) to solve elliptic and parabolic equations with jump coefficients. EG is formulated by enriching the conforming continuous Galerkin finite element method (CG) with piecewise constant functions which can be considered as a penalty stabilization. The method is shown to be locally and globally conservative, while keeping fewer degrees of freedom in comparison with discontinuous Galerkin finite element methods (DG). Moreover, we present and analyze a fast effective EG solver whose cost is roughly that of CG and which can handle an arbitrary order of approximations. A number of numerical tests in two and three dimensions are presented to confirm our theoretical results as well as to demonstrate the advantages of EG when coupled with transport.\n
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\n\n \n \n \n \n \n \n Stability analysis of pressure correction schemes for the Navier-Stokes equations with traction boundary conditions .\n \n \n \n \n\n\n \n Lee, S.; and Salgado, A. J.\n\n\n \n\n\n\n
Computer Methods in Applied Mechanics and Engineering , 309: 307 - 324. 2016.\n
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@article{LeeSal2016,\ntitle = "Stability analysis of pressure correction schemes for the Navier-Stokes equations with traction boundary conditions ",\njournal = "Computer Methods in Applied Mechanics and Engineering ",\nvolume = "309",\nnumber = "",\npages = "307 - 324",\nyear = "2016",\nnote = "",\nissn = "0045-7825",\ndoi = "http://dx.doi.org/10.1016/j.cma.2016.05.043",\nurl = "http://www.sciencedirect.com/science/article/pii/S0045782516304923",\nauthor = "Sanghyun Lee and Abner J. Salgado",\nkeywords = {Projection method, Open and traction boundary conditions,\n Fractional time stepping, Navier-Stokes},\nabstract = "We present a stability analysis for two different rotational pressure correction schemes with open and traction boundary conditions. First, we provide a stability analysis for a rotational version of the grad-div stabilized scheme of Bonito et al. (2015). This scheme turns out to be unconditionally stable, provided the stabilization parameter is suitably chosen. We also establish a conditional stability result for the boundary correction scheme presented in Bansch (2014). These results are shown by employing the equivalence between stabilized gauge Uzawa methods and rotational pressure correction schemes with traction boundary conditions. "\n}\n\n\n\n
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\n We present a stability analysis for two different rotational pressure correction schemes with open and traction boundary conditions. First, we provide a stability analysis for a rotational version of the grad-div stabilized scheme of Bonito et al. (2015). This scheme turns out to be unconditionally stable, provided the stabilization parameter is suitably chosen. We also establish a conditional stability result for the boundary correction scheme presented in Bansch (2014). These results are shown by employing the equivalence between stabilized gauge Uzawa methods and rotational pressure correction schemes with traction boundary conditions. \n
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