4.6 Article

ON THE INTERFACE LAW BETWEEN A DEFORMABLE POROUS MEDIUM CONTAINING A VISCOUS FLUID AND AN ELASTIC BODY

出版社

WORLD SCIENTIFIC PUBL CO PTE LTD
DOI: 10.1142/S0218202512500315

关键词

Homogenization in poroelasticity; interface laws; fluid-structure microstructure

资金

  1. GNR MOMAS (Modelisation Mathematique et Simulations numeriques liees aux problemes de gestion des dechets nucleaires)
  2. PACEN/CNRS
  3. ANDRA
  4. BRGM
  5. CEA
  6. EDF
  7. IRSN
  8. DOE grant [DE-FG02-04ER25617]
  9. The Center for Frontiers of Subsurface Energy Security [DE-SC0001114]
  10. U.S. Department of Energy (DOE) [DE-FG02-04ER25617] Funding Source: U.S. Department of Energy (DOE)

向作者/读者索取更多资源

In this paper we undertake a rigorous derivation of the interface conditions between a poroelastic medium (the pay zone) and an elastic body (the non-pay zone). We assume that the poroelastic medium contains a pore structure of the characteristic size e and that the fluid/structure interaction regime corresponds to diphasic Biot's law. The question is challenging because the Biot's equations for the poroelastic part contain one unknown more than the Navier equations for the non-pay zone. The solid part of the pay zone (the matrix) is elastic and the pores contain a viscous fluid. The fluid is assumed viscous and slightly compressible. We study the case when the contrast of property is of order epsilon(2), i.e. the normal stress of the elastic matrix is of the same order as the fluid pressure. We assume a periodic matrix and obtain the a priori estimates. Then we let the characteristic size of the inhomogeneities tend to zero and pass to the limit in the sense of the two-scale convergence. The obtained effective equations represent a two-scale system for three displacements and two pressures, coupled through the interface conditions with the Navier equations for the elastic displacement in the non-pay zone. We prove that the appropriate interface conditions at the interface between an elastic and a poroelastic medium are: (i) the effective displacement continuity, (ii) the effective normal stress continuity and (iii) the normal Darcy velocity zero from the poroelastic side. In addition

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