Abstract

We present a two-grid finite element scheme for the approximation of a second-order nonlinear hyperbolic equation in two space dimensions. In the two-grid scheme, the full nonlinear problem is solved only on a coarse grid of sizeH. The nonlinearities are expanded about the coarse grid solution on the fine gird of sizeh. The resulting linear system is solved on the fine grid. Some a priori error estimates are derived with theH1-normO(h+H2)for the two-grid finite element method. Compared with the standard finite element method, the two-grid method achieves asymptotically same order as long as the mesh sizes satisfyh=O(H2).

Highlights

  • Let Ω ⊂ R2 be a bounded convex domain with smooth boundary Γ, and consider the initial-boundary value problem for the following second-order nonlinear hyperbolic equation utt − ∇ ⋅ (A (u) ∇u) = f (x, t), x ∈ Ω, 0 < t ≤ T, u (x, t) = 0, x ∈ Γ, 0 < t ≤ T, (1)u (x, 0) = u0 (x), ut (x, 0) = u1 (x), x ∈ Ω, where utt and ut denote ∂2u/∂t2 and ∂u/∂t, respectively. x = (x1, x2)

  • To solve problem (1), we introduce two-grid algorithms into finite element method

  • This method involves a nonlinear solution on the coarse grid space and a linear solution on the fine grid space

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Summary

Introduction

The finite element analysis for the second-order linear hyperbolic equations was discussed by Dupont [15] and Baker [16] They have obtained optimal L∞(L2) estimates for the error, O(hr), using subspaces of piecewise polynomial functions of degree ≤ r − 1, for r ≥ 1. For second-order hyperbolic equations with a nonlinear reaction term, Chen and Liu [14] have presented a two-grid method using finite volume element method and obtained error estimate in the H1-norm. In this paper, based on two conforming piecewise linear finite element spaces SH and Sh on one coarse grid with grid size H and one fine grid with grid size h, respectively, we consider the two-grid finite element discretization techniques for the second-order nonlinear hyperbolic problems. Throughout this paper, the letter C or with its subscript denotes a generic positive constant which does not depend on the mesh parameters and may be different at its different occurrences

Standard Finite Element Method
Error Analysis for the Finite Element Method
Two-Grid Finite Element Method
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