Issue |
ESAIM: M2AN
Volume 59, Number 2, March-April 2025
|
|
---|---|---|
Page(s) | 1043 - 1074 | |
DOI | https://doi.org/10.1051/m2an/2025013 | |
Published online | 02 April 2025 |
Analysis of a VEM–fully discrete polytopal scheme with bubble stabilisation for contact mechanics with Tresca friction
1
IMAG, Univ. Montpellier, CNRS, Montpellier, France
2
School of Mathematics, Monash University, Melbourne, Australia
3
Université Côte d’Azur, Inria, CNRS, Laboratoire J.A. Dieudonné, Team Galets, Nice, France
4
IFP Energies Nouvelles, Department of Mathematics, 92500 Rueil-Malmaison, France
* Corresponding author: ali.haidar@univ-cotedazur.fr
Received:
3
April
2024
Accepted:
26
February
2025
This work performs the convergence analysis of the polytopal nodal discretisation of contact-mechanics (with Tresca friction) recently introduced in Droniou et al. (Comput. Methods Appl. Mech. Eng. 422 (2024) 116838) in the framework of poro-elastic models in fractured porous media. The scheme is based on a mixed formulation, using face-wise constant approximations of the Lagrange multipliers along the fracture network and a fully discrete first order nodal approximation of the displacement field. The displacement field is enriched with additional bubble degrees of freedom along the fractures to ensure the inf–sup stability with the Lagrange multiplier space. It is presented in a fully discrete formulation, which makes its study more straightforward, but also has a Virtual Element interpretation. The analysis establishes an abstract error estimate accounting for the fully discrete framework and the non-conformity of the discretisation. A first order error estimate is deduced for sufficiently smooth solutions both for the gradient of the displacement field and the Lagrange multiplier. A key difficulty of the numerical analysis is the proof of a discrete inf-sup condition, which is based on a non-standard H−1/2-norm (to deal with fracture networks) and involves the jump of the displacements, not their traces. The analysis also requires the proof of a discrete Korn inequality for the discrete displacement field which takes into account fracture networks. Numerical experiments based on analytical solutions confirm our theoretical findings.
Mathematics Subject Classification: 65N12 / 65N30 / 75M15
Key words: Contact-mechanics / fracture networks / polytopal method / fully discrete approach / virtual element method / bubble stabilisation / error estimates / discrete inf-sup condition / discrete Korn inequality
© The authors. Published by EDP Sciences, SMAI 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.