Time-nonlocal multiphysics finite element method for poroelasticity with secondary consolidation

arXiv Math · · 2 min read · Natural Sciences

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Key Takeaways

  • Reformulation of poroelasticity model into generalized Stokes and diffusion equations using auxiliary variables.
  • Development of a time-nonlocal multiphysics finite element method with Crank-Nicolson scheme achieving second-order temporal accuracy.
  • Proof of existence and uniqueness of weak solutions, establishment of stability, and derivation of optimal-order error estimates for the reformulated model.
  • Numerical verification of theoretical results and comparison of long-time convergence between Crank-Nicolson and backward Euler schemes.

Overview

A time-nonlocal multiphysics finite element method, employing a Crank-Nicolson scheme, has been developed for a poroelasticity model that includes secondary consolidation. This approach involves reformulating the original strongly coupled poroelasticity model into a generalized Stokes equation characterized by time integral terms and a diffusion equation.

Research Context

The research addresses poroelasticity models, specifically those incorporating secondary consolidation. In scenarios where physical parameters $\lambda$, $\lambda^*$, and $c_0$ are finite positive constants, the inherent complexities of the original strongly coupled poroelasticity model are acknowledged. The reformulation aims to clarify the underlying multiphysics processes and highlight time-nonlocal characteristics.

Approach

The methodology initiated by introducing two auxiliary variables: the fluid content $\eta$ and the generalized pressure $\xi$. This allowed for the reformulation of the original poroelasticity model into a generalized Stokes equation that includes time integral terms, and a diffusion equation. This reformulated model not only reveals the intrinsic multiphysics processes but also exhibits time-nonlocal properties.

The designed time-nonlocal multiphysics finite element method uses a high-order Taylor-Hood mixed finite element method for spatial discretization. Temporal discretization is performed using the Crank-Nicolson scheme. The time integral terms are approximated via the composite trapezoidal rule. To enhance efficiency and maintain desired accuracy, integral terms $J_{\xi}^n$ and $J_{\eta}^n$ are introduced for real-time updates, which avoids repetitive calculations. This strategy also ensures second-order temporal accuracy.

Findings

  • The original strongly coupled poroelasticity model, when physical parameters $\lambda,\lambda^*$ and $c_0$ are finite positive constants, can be reformulated into a generalized Stokes equation with time integral terms and a diffusion equation through the introduction of auxiliary variables $\eta$ (fluid content) and $\xi$ (generalized pressure).
  • The reformulated model elucidates the underlying multiphysics processes of the original model and demonstrates time-nonlocal characteristics.
  • The time-nonlocal multiphysics finite element method, utilizing high-order Taylor-Hood mixed finite elements for spatial discretization and the Crank-Nicolson scheme for temporal discretization, maintains second-order temporal accuracy.
  • The approximation of time integral terms via the composite trapezoidal rule, in conjunction with the introduction of $J_{\xi}^n$ and $J_{\eta}^n$ for real-time updates, improved computational efficiency by avoiding repeated calculations.
  • Existence and uniqueness of weak solutions for the reformulated model were proven using energy estimate methods.
  • The stability of the fully discrete time-nonlocal multiphysics finite element method was established.
  • Optimal-order error estimates were derived through the application of projection operator techniques.
  • Numerical examples verified the theoretical results and facilitated a comparison of the long-time convergence between the Crank-Nicolson scheme and the backward Euler scheme.

Research Information

Institution
arXiv Math
Original Study
View Publication
Source
arXiv Math

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