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PreprintarXiv licencearXiv

An interior penalty nonconforming finite element method for strain gradient elasticity

Abstract

An interior penalty nonconforming finite element method is developed for a strain gradient elasticity (SGE) model in arbitrary dimensions, using an H1-nonconforming displacement element built from vector-valued quadratic polynomials enriched by divergence-free face bubbles. Rigorous analysis establishes optimal and robust error estimates with respect to both the Lamé coefficient λ and the size parameter ι. The underlying divergence-commuting structure further leads to nonconforming finite element Stokes complexes in two and three dimensions. Numerical experiments support the predicted convergence behavior and parameter robustness, while a circular-hole benchmark under uniaxial tension illustrates the applicability of the method to a multiply connected domain.

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BibTeX
@misc{huang2026interior,
  title = {{An interior penalty nonconforming finite element method for strain gradient elasticity}},
  author = {Xuehai Huang and Zheqian Tang},
  howpublished = {arXiv},
  year = {2026},
  month = sep,
  doi = {10.48550/arxiv.2609.19567},
  eprint = {2609.19567},
  archivePrefix = {arXiv},
  url = {https://arxiv.org/abs/2609.19567},
}
RIS
TY  - UNPB
TI  - An interior penalty nonconforming finite element method for strain gradient elasticity
AU  - Xuehai Huang
AU  - Zheqian Tang
PY  - 2026
DA  - 2026/09/17
PB  - arXiv
DO  - 10.48550/arxiv.2609.19567
UR  - https://arxiv.org/abs/2609.19567
AB  - An interior penalty nonconforming finite element method is developed for a strain gradient elasticity (SGE) model in arbitrary dimensions, using an H^1-nonconforming displacement element built from vector-valued quadratic polynomials enriched by divergence-free face bubbles. Rigorous analysis establishes optimal and robust error estimates with respect to both the Lamé coefficient λ and the size parameter ι. The underlying divergence-commuting structure further leads to nonconforming finite element Stokes complexes in two and three dimensions. Numerical experiments support the predicted convergence behavior and parameter robustness, while a circular-hole benchmark under uniaxial tension illustrates the applicability of the method to a multiply connected domain.
ER  -