ISSN 0025-6544, Mechanics of Solids, 2009, Vol. 44, No. 5, pp. 792–812. c Allerton Press, Inc., 2009. Original Russian Text c E.A. Muravleva, L.V. Muravleva, 2009, published in Izvestiya Akademii Nauk. Mekhanika Tverdogo Tela, 2009, No. 5, pp. 164–188. Unsteady Flows of a Viscoplastic Medium in Channels E. A. Muravleva * and L. V. Muravleva ** Lomonosov Moscow State University, GSP-2, Leninskie Gory, Moscow, 119992 Russia Received July 24, 2008 AbstractWe numerically study the nonstationary Poiseuille problem for a BinghamIl’yushin viscoplastic medium in ducts of various cross-sections. The medium acceleration and deceleration problems are solved by using the DuvautLions variational setting and the nite-dierence scheme proposed by the authors. The dependence of the stopping time on internal parameters such as density, viscosity, yield stress, and the cross-section geometry is studied. The obtained results are in good agreement with the well-known theoretical estimates of the stopping time. The numerical solution revealed a peculiar characteristic of the stagnant zone location, which is specic to unsteady ows. In the annulus, disk, and square, the stagnant zones arising shortly before the ow cessation surround the entire boundary contour; but for other domains, the stagnant zones go outside the critical curves surrounding the stagnant zones in the steady ow. The steady and unsteady ows are studied in some domains of complicated shape. DOI: 10.3103/S0025654409050173 Key words: viscoplastic Bingham-Ilyushin medium, unsteady ow, variational method. 1. INTRODUCTION Viscoplastic ow problems attract the attention not only of mechanical engineers but also of mathe- maticians, numerical analysts, chemists, geophysicists, and rheologists. A comprehensive survey on the topic can be found in the recent papers [1, 2]. In [3], such problems were solved for a more complicated viscoelastoplastic medium. In [4], ows of a viscoplastic uid in a porous medium were studied. One of the best known problems is the problem on a viscoplastic ow in a duct. In [57], the existence and uniqueness theorems were proved for the solution of the problem on the steady ow in pipes of arbitrary cross-section, and a qualitative investigation of the ow character was performed. The further mathematical study of ow in pipes based on variational inequalities is contained in the monographs [8, 9]. In [10], some exact solutions of the problem of viscoplastic unsteady ow in a circular pipe were obtained for a given law of variation in the core boundary. The numerical simulation of the steady ow in circular and square pipes was performed in [2, 1115]. A detailed survey of papers published before 2005 and concerned with unsteady ows can be found in [1]. In the recent papers [1618], the one-dimensional problems of the ow cessation were solved numerically for the plane and axisymmetric Poiseuille ows and the plane Couette ow. In [19, 20], numerical simulation of unsteady modes of the Couette ow in an annular gap was implemented. (This is a one-dimensional problem as well.) Since a detailed survey is not the aim of the present paper, we have noted only the most famous papers. We consider an unsteady ow of an incompressible viscoplastic medium in a cylindrical pipe with cross-section Ω and boundary Γ under the action of the pressure dierence C . It is required to nd the velocity v satisfying the equation ρ ∂v ∂t μ 2 v τ s ∇· v |∇v| = C in Ω × (0,T ), v =0 on Γ × (0,T ), v t=0 = v 0 . (1.1) * E-mail: catmurav@gmail.ru ** E-mail: lvmurav@gmail.ru 792