Abstract
In this paper, the Bogner-Fox-Schmit (BFS) element finite volume methods (FVM) on a suitable Shishkin mesh for the fourth-order singular perturbed elliptic problems are constructed and analyzed . Firstly, under the proposed several equivalent discrete semi-norms, we convert the analysis of stability to the proof of positive definite property for several matrices by element analysis and algebraic techniques. Then we obtain the stability of the BFS element finite volume schemes, which is independent of the aspect ratio of rectangular elements. Secondly, with reasonable assumptions about the structure of the solution, we establish the error estimate of a special interpolation on the Shishkin mesh. Furthermore, based on the stability and interpolation error estimate, we analyze the error estimate of the finite volume methods. The optimal convergence rate for the energy norm \(N^{-3}+\varepsilon ^{\frac{1}{2}}N^{-2}(\ln N)^2\) is obtained by a particular choice of the transition point for the Shishkin mesh. Finally, numerical experiments are presented to confirm the theoretical results.






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Acknowledgements
The authors are very grateful for the help of two anonymous referees. With their suggestions, our article has been significantly improved and enhanced.
Funding
This work is partially supported by the National Science Foundation of China (No.12071177,No.12101039), the ScienceChallenge Project (No.TZ2016002) and the FundamentalResearch Funds for the Central Universities (2020RC101).
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Appendices
Appendix A. Some Matrices in the Proof of Lemma 1
The matrices \(M_i, i=1\dots 5\) on page 10 are showed as follows.

Appendix B. The Proof of Lemma 2
Proof
According to (2.5) and the definition of \(\varPi _h^*u_h\), we get
where U is a 16-dimensional vector as follows
and

Note that \(W_0\) and W are both symmetric positive definite matrixes, we can obtain
where \(c_5,c_6\) are positive constants independent of \(u_h\).
Summing up the above equivalence for all \(K_{ij}\), we draw the conclusion. \(\square \)
Appendix C. Some Proof Details in Theorem 2
Proof of the local stability (3.16)
Recall the definition of \(I^1_{K_{ij}}(u_h,\varPi _h^*u_h)\), we have
where
Utilizing the linear combination of function values and derivative values of \(u_h\) and the definition of \(|u_h|_{2,h,K_{ij}}\), we have
where
Here we have noticed that \(\frac{\partial ^3u_h}{\partial x\partial y^2}=\theta _1\frac{\partial }{\partial x} \left( \frac{\partial ^2u_h}{\partial y^2}\right) +\theta _2\frac{\partial }{\partial y} \left( \frac{\partial ^2u_h}{\partial x\partial y}\right) \) and \(\theta _1+\theta _2=1\), \(\frac{\partial ^3u_h}{\partial x^2\partial y}\) similarly. Calculating (6.3) with (3.4)-(3.6) and selecting \(\theta _1=\frac{1}{3}, \theta _2=\frac{2}{3} \), we get
where P and T are the vectors defined at the beginning of Sect. 3. B is a symmetric positive definite matrix, the minimum eigenvalue is \(\lambda _{\min }^1\ge 8\times 10^{-4}\).
\(Z=\frac{1}{h_x^{i}h_y^{j}}U\) is a vector,where U is defined in the proof of Lemma 2 and D is a following 16th order real matrix,
For the second term of (6.4), using the congruent transformation \(Z=M_0Q\), we have
where \({\widetilde{D}}=M_0^TDM_0\) is a symmetric positive definite matrix, and \(\lambda _{\min }^2\ge 3.65\times 10^{-2}\).

Therefore, we obtain
Distinctly, the stability of \(I_{K_{ij}}^1(u_h,\varPi _h^*u_h)\) is independent of the length-width ratio of rectangular elements.
Proof of the local stability (3.19).
The proof is similar with the proof of (3.16). We have
where
Through some linear combinations of function values and derivative values of \(u_h\), we get
where
and J is a real symmetric positive definite matrix and minimum eigenvalue is \(\lambda _{\min }^3\ge 1\times 10^{-4}\).

By (3.9), we get
Appendix D. The Specific Representation of \(\left| I_{K_{ij}}^1\right| \) and \(\left| I^2_{K_{ij}}\right| \)
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Wang, Y., Meng, X. & Li, Y. The Bogner-Fox-Schmit Element Finite Volume Methods on the Shishkin Mesh for Fourth-Order Singularly Perturbed Elliptic Problems. J Sci Comput 93, 4 (2022). https://doi.org/10.1007/s10915-022-01969-7
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DOI: https://doi.org/10.1007/s10915-022-01969-7
Keywords
- Finite volume method
- Bogner-Fox-Schmit element
- Shishkin mesh
- Singularly perturbed
- Fourth-order equations