The Journal of the Acoustical Society of America · 1998 · 298 citations · 12 references
EngineeringMultiscale MechanicsMechanical EngineeringComputational MechanicsPorous BodyMechanics ModelingMechanicsPoroelasticity EquationsDeformation ModelingAcoustic MediaMaterials ScienceMechanical ModelingSolid MechanicsMaterial MechanicsMixed Displacement-pressure FormulationFinite Element MethodFinite Element ModelsPorothermoelasticityPore StructureFluid-structure InteractionPorosityStructural MechanicsMechanics Of Materials
Finite‑element models based on Biot’s displacement formulation are widely used for poroelastic materials but generate large frequency‑dependent matrices that increase setup, storage, and solution time. This paper introduces a novel exact mixed displacement‑pressure formulation for poroelastic materials. The formulation, derived directly from Biot’s equations, is cast as a coupled fluid‑structure problem with dynamic skeleton equations and an equivalent fluid in the rigid skeleton limit, and its governing equations, weak integral form, coupling conditions, and finite‑element implementation are presented. Examples demonstrate that the new formulation accurately predicts poroelastic behavior and is effective for practical applications.
Recently, finite element models based on Biot’s displacement (u¯,U¯) formulation for poroelastic materials have been extensively used to predict the acoustical and structural behavior of multilayer structures. These models while accurate lead to large frequency dependent matrices for three-dimensional problems necessitating important setup time, computer storage and solution time. In this paper, a novel exact mixed displacement pressure (u¯,p) formulation is presented. The formulation derives directly from Biot’s poroelasticity equations. It has the form of a classical coupled fluid-structure problem involving the dynamic equations of the skeleton in vacuo and the equivalent fluid in the rigid skeleton limit. The governing (u¯,p) equations and their weak integral form are given together with the coupling conditions with acoustic media. The numerical implementation of the presented approach in a finite element code is discussed. Examples are presented to show the accuracy and effectiveness of the presented formulation.
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B. R. Simon, Jiang Wu, O. C. Zienkiewicz et al. · International Journal for Numerical and Analytical Methods in Geomechanics · 1986 · 129 citations
Numerical Analysis, Finite Element Method, Pore Structure +14