A posteriori analysis of a virtual element approach on polytopal meshes for the buckling eigenvalue problem
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arXiv
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| Autori principali: | , , |
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| Natura: | Preprint |
| Pubblicazione: |
2026
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| _version_ | 1866910061949878272 |
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| author | Dassi, Franco Rubiano, Andres E Velásquez, Iván |
| author_facet | Dassi, Franco Rubiano, Andres E Velásquez, Iván |
| contents | We introduce a novel residual-based a posteriori error estimator for the conforming $C^1$ Virtual Element Method (VEM) applied to the buckling eigenvalue problem, incorporating nonlinear plane stress effects in both two and three dimensions. The estimator is fully computable on general polyhedral meshes and implemented within the open-source \texttt{vem++} library. Its reliability is rigorously justified via bounds on the residual equation using polynomial projections, stabilisation contributions, and interpolation estimates, while efficiency is ensured through the use of bubble function arguments. Comprehensive numerical experiments in 2D and 3D illustrate the estimator's optimal accuracy and robustness, highlighting its potential for predictive analysis of complex plate structures. |
| format | Preprint |
| id |
arxiv_https___arxiv_org_abs_2603_20599 |
| institution | arXiv |
| publishDate | 2026 |
| record_format | arxiv |
| spellingShingle | A posteriori analysis of a virtual element approach on polytopal meshes for the buckling eigenvalue problem Dassi, Franco Rubiano, Andres E Velásquez, Iván Numerical Analysis 65F15, 65N25, 65N50, 74K20 We introduce a novel residual-based a posteriori error estimator for the conforming $C^1$ Virtual Element Method (VEM) applied to the buckling eigenvalue problem, incorporating nonlinear plane stress effects in both two and three dimensions. The estimator is fully computable on general polyhedral meshes and implemented within the open-source \texttt{vem++} library. Its reliability is rigorously justified via bounds on the residual equation using polynomial projections, stabilisation contributions, and interpolation estimates, while efficiency is ensured through the use of bubble function arguments. Comprehensive numerical experiments in 2D and 3D illustrate the estimator's optimal accuracy and robustness, highlighting its potential for predictive analysis of complex plate structures. |
| title | A posteriori analysis of a virtual element approach on polytopal meshes for the buckling eigenvalue problem |
| topic | Numerical Analysis 65F15, 65N25, 65N50, 74K20 |
| url | https://arxiv.org/abs/2603.20599 |