Abstract
A virtual element discretisation for the numerical approximation of the three-field formulation of linear poroelasticity introduced in R. Oyarzúa and R. Ruiz-Baier, (SIAM J. Numer. Anal. 54 2951–2973, 2016) is proposed. The treatment is extended to include also the transient case. Appropriate poroelasticity projector operators are introduced and they assist in deriving energy bounds for the time-dependent discrete problem. Under standard assumptions on the computational domain, optimal a priori error estimates are established. These estimates are valid independently of the values assumed by the dilation modulus and the specific storage coefficient, implying that the formulation is locking-free. Furthermore, the accuracy of the method is verified numerically through a set of computational tests.
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Acknowledgements
We thank the valuable comments by two anonymous reviewers, whose suggestions led to numerous improvements to the manuscript.
Funding
This work has been partially supported by CONICYT (Chile) through projects FONDECYT 1170473, FONDECYT 1180913, CMM, project ANID/PIA/AFB170001, and CRHIAM, project ANID/FONDAP/15130015; by the HPC-Europa3 Transnational Access Grant HPC175QA9K; and by the Department of Science and Technology (DST-SERB), India through MATRICS grant MTR/2019/000519.
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Appendix 1: Proof of Theorem 4.3
Appendix 1: Proof of Theorem 4.3
As in the semi-discrete case, we split the individual errors as
Then, from estimate (4.2a) and following the steps of the proof of Theorem 4.2, we get the bounds:
From Eqs. 4.1a, 3.17a, and 2.3a, we readily get:
We then use Eqs. 4.1b and 3.21, and proceed to differentiate (2.3c) with respect to time. This implies
After choosing \(\boldsymbol {v}_{h} = E_{\boldsymbol {u}}^{A,n} - E_{\boldsymbol {u}}^{A,n-1 } \) in Eq. A.2 and \(\phi _{h} = - E_{\psi }^{A,n}\) in Eq. A.3 and adding the outcomes, we readily get:
Next, and as a consequence of using Eqs. 4.1c, 3.7b, and 2.3b with \(q_{h} = E_{p}^{A,n}\), we are left with
If we then add the resulting (A.4)–(A.5) and repeat the same arguments used in deriving (3.11), we can assert that
The left-hand side can be bounded by using the inequality (3.24) and then summing over n we get:
We bound the term L1 with the help of formula (3.25), the estimates of projection \(\boldsymbol \varPi ^{0,0}_{K}\), applying Taylor expansion, and using generalised Young’s inequality. This gives
Then, the estimate satisfied by the projection \({\varPi ^{0}_{K}}\) along with Poincaré and Young’s inequalities yields:
The discrete inf-sup condition (3.6) implies that
Applying an expansion in Taylor series, together with Eq. A.6, the Cauchy-Schwarz, and Young inequalities, enables us to write
Then, after using the estimates of the projection \({I_{p}^{h}}\) (4.2b), (A.6), and applying again Cauchy-Schwarz inequality, we get
The stability of a3(⋅,⋅) and the proof for the bound of L4 gives
The polynomial approximation pπ for fluid pressure, consistency of the bilinear form \(\tilde {a}_{2}^{h}(\cdot , \cdot )\), stability of the bilinear forms \(\tilde {a}_{2}(\cdot , \cdot ), \tilde {a}_{2}^{h}(\cdot , \cdot )\), and the Cauchy-Schwarz, Poincaré and Young’s inequalities gives
The continuity of b2(⋅,⋅), the bound derived for the term L5 and using the Young’s inequality, gives
In turn, putting together the bounds obtained for all Li’s, \(i=1, \dots , 7\), using the Young’s inequality and Lemma 3.2 concludes that
And finally, the desired result (4.9) holds after choosing \({\boldsymbol {u}_{h}^{0}}: =\boldsymbol {u}_{I}(0)\), \({\psi _{h}^{0}}: = \varPi ^{0,0}\psi (0)\), \({p_{h}^{0}}: = p_{I}(0)\) and applying triangle’s inequality together with Eqs. 1– 3, and A.6.
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Bürger, R., Kumar, S., Mora, D. et al. Virtual element methods for the three-field formulation of time-dependent linear poroelasticity. Adv Comput Math 47, 2 (2021). https://doi.org/10.1007/s10444-020-09826-7
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DOI: https://doi.org/10.1007/s10444-020-09826-7