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arXiv · 2306.08801

The Least Squares Finite Element Method for Elasticity Interface Problem on Unfitted Mesh

Fanyi Yang
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Abstract

In this paper, we propose and analyze the least squares finite element methods for the linear elasticity interface problem in the stress-displacement system on unfitted meshes. We consider the cases that the interface is $C^2$ or polygonal, and the exact solution $(σ,u)$ belongs to $H^s(div; Ω_0 \cup Ω_1) \times $H^{1+s}(Ω_0 \cup Ω_1)$ with $s > 1/2$. Two types of least squares functionals are defined to seek the numerical solution. The first is defined by simply applying the $L^2$ norm least squares principle, and requires the condition $s \geq 1$. The second is defined with a discrete minus norm, which is related to the inner product in $H^{-1/2}(Γ)$. The use of this discrete minus norm results in a method of optimal convergence rates and allows the exact solution has the regularity of any $s > 1/2$. The stability near the interface for both methods is guaranteed by the ghost penalty bilinear forms and we can derive the robust condition number estimates. The convergence rates under $L^2$ norm and the energy norm are derived for both methods. We illustrate the accuracy and the robustness of the proposed methods by a series of numerical experiments for test problems in two and three dimensions.

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Fanyi Yang. 2023-06-15. The Least Squares Finite Element Method for Elasticity Interface Problem on Unfitted Mesh. https://arxiv.org/abs/2306.08801

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