Abstract
With the introduction of numerical traces respectively related to the normal bending moment, the twisting moment and the effective transverse shear force, and based on the Hermann–Miyoshi formulation, this paper proposes a hybridizable discontinuous Galerkin (HDG) method for Kirchhoff plate bending problems. The piecewise polynomials of degrees \(k-1\) and k are used to approximate the moment and the deflection, respectively. The optimal and superconvergent error estimates are derived under minimal regularity assumptions on the exact solution. The key ingredients in the analysis include the derivation of a discrete inf-sup condition and some local lower bound estimates of a posteriori error analysis. The significant feature of the HDG method is superconvergence as well as the low number of globally coupled degrees of freedom associated with Lagrange multipliers. Furthermore, a new discrete deflection is constructed by postprocessing the solution of the HDG method, which superconverges to the deflection with order \(k+1\) in broken \(H^1\) norm. Finally, some numerical results are shown to demonstrate the theoretical results.
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Acknowledgements
The authors would like to thank the editor and the referees for their valuable suggestions and comments, which greatly improved an early version of the paper. Jianguo Huang was supported by NSFC (Grant Nos. 11571237 and 11171219). Xuehai Huang was supported by NSFC (Grant No. 11771338), Zhejiang Provincial Natural Science Foundation of China Projects (Grant No. LY17A010010), and Wenzhou Science and Technology Plan Project (Grant No. G20160019).
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Appendix
Appendix
Proof of Lemma 3
Let \({\hat{K}}\) be a reference simplex and \(F_K\) an affine mapping from \({\hat{K}}\) onto K. Denote by \({\hat{v}}\) the pull back of v by the mapping \(F_K\), i.e. \({\hat{v}}:=v\circ F_K\). Since all norms are equivalent on a finite-dimensional vector space, we know
Then using the scaling argument we find
as required. \(\square \)
Proof of Lemma 4
According to the definition of \({\widetilde{P}}_h\), it is easy to see that
For each \(e\in {\mathcal {E}}_h(K)\), there holds
By (58), we have
It follows from Lemma 3 that
Now, the combination of last three inequalities and (58) leads to the required result readily. \(\square \)
Proof of Lemma 5
Let the set \(\partial ^{-2}\delta \) consist of elements \(K_1, K_2, \cdots , K_{\#(\partial ^{-2}\delta )}\). With \(\delta \) we associate a vertex bubble function given by
where \(\lambda _{K_i}\) is the barycentric coordinate of \(K_i\) associated with \(\delta \). It is evident that \(b_{\delta }(\delta )=1\) and
Let \(\psi _{\delta }:=b_{\delta }^2\sum \nolimits _{e\in \partial ^{-1}\delta }\sum \nolimits _{K\in \partial ^{-1}e}\varepsilon (e,\delta )M_{nt_e}(\varvec{\tau })(\delta )\in H_0^2(\omega _{\delta })\). By integration by parts and recalling the definition of \(Q_{{\varvec{n}}}(\varvec{\tau })\), it follows that
On the other hand, by integration by parts again,
Noting that \(\psi _{\delta }\in H_0^2(\omega _{\delta })\), we obtain from the last two equalities that
which together with (16) and the Cauchy–Schwarz inequality implies
Thus by the definition of \(\psi _{\delta }\) and (59),
Finally, the estimate (20) is a direct consequence of the last inequality and (17)–(19). \(\square \)
Proof of Lemma 6
Let \(b_K:=\lambda _1\lambda _2\lambda _3\) and \(\psi _K:=(\varvec{\nabla }\cdot (\varvec{\nabla }\cdot \varvec{\tau })-{\varDelta }(P_hu-{\widetilde{P}}_hu_h))b_K^2\), where \(\lambda _i\)\((i=1,2,3)\) are the usual barycentric coordinates with respect to K. Then \(\psi _K\in H_0^2(K)\) and
Using integration by parts and (27), we know
Thus, we have from the scaling argument, the Cauchy–Schwarz inequality and the inverse inequality that
The proof is complete. \(\square \)
Proof of Lemma 7
Let \(K_1\) and \(K_2\) be two elements in \({\mathcal {T}}_h\) sharing the common edge e. With e, we associate an edge bubble function given by (cf. [28, 42])
where \(\lambda _{K_1,i}\) and \(\lambda _{K_2,i}\) for \(i=1, 2\) are barycentric coordinates of \(K_1\) and \(K_2\) associated with two end points of e, respectively. Suppose the straight line edge e lying in is determined by the linear equation \({\varvec{n}}_e\cdot {\varvec{x}}+C=0\) where C is a constant. By direct manipulation, we readily have
Set \(J_{1,e}:=[M_n(\varvec{\tau })]|_e\). \(E_h(J_{1,e})\) is defined by extending the jump \(J_{1,e}\) to \(\omega _e\) constantly along the normal to e. Take \(\phi _e:=({\varvec{n}}_e\cdot {\varvec{x}}+C)b_e^2E_h(J_{1,e})\in H_0^2(\omega _e)\). It is easy to check that
According to standard scaling argument and (60),
Using integration by parts and (28), we can see that
Furthermore, using integration by parts and (60), we have from the above inequality that
Therefore, by the Cauchy–Schwarz inequality, the inverse inequality, Lemma 6 and (61), we arrive at
from which the required estimate follows readily. \(\square \)
Proof of Lemma 8
Let \(J_{2,e}:=[Q_{{\varvec{n}}_e}(\varvec{\tau })]|_e\). \(E_h(J_{2,e})\) is defined by extending the jump \(J_{2,e}\) to \(\omega _e\) constantly along the normal to e. Set \(\psi _e:=b_e^2E_h(J_{2,e})\in H_0^2(\omega _e)\). It is easy to check that
By the standard scaling argument and integration by parts, it follows that
Using integration by parts again and (28) with \(v=\psi _e\) gives rise to
By integration by parts and observing the fact that \(\psi _e\in H_0^2(\omega _e)\) and \(\widetilde{\varvec{\sigma }}\in {\varvec{H}}^{1}({\varOmega }, {\mathbb {S}})\), we know
This, along with the Cauchy–Schwarz inequality, the inverse inequality, Lemmas 6-7 and (62), leads to
as required. \(\square \)
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Huang, J., Huang, X. A Hybridizable Discontinuous Galerkin Method for Kirchhoff Plates. J Sci Comput 78, 290–320 (2019). https://doi.org/10.1007/s10915-018-0780-0
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DOI: https://doi.org/10.1007/s10915-018-0780-0