Automatic remeshing in limit analysis with deformable polygon discretization

• Robust and efficient remeshing of limit analysis applicable to complex mesh shape • Constant-strain locking of the polygon can be resolved by applying the remeshing • Edge-split method as the most efficient refinement scheme for triangles • Higher efficiency of using polygon discretization in large-scale applications • Recommendation of using regular elements given lower impact from initial mesh Automatic remeshing holds promise for reducing mesh dependency in numerical simulations. However, its current application in limit analysis primarily relies on triangular meshes. Existing mesh refinement schemes are often not general enough to accommodate complex discretizations. To address this, the paper introduces a dissipation-based automatic remeshing strategy for finite element limit analysis, which supports meshes with arbitrary element shapes and enables interfacial velocity discontinuities and selective refinement. The element deformation is assumed to be homogeneous. The approach is applied to analyze the collapses of the weightless cohesive-frictional strip footing and of a masonry arch bridge interacting with the backfill. The results obtained both indicate the reliability and effectiveness of the proposed remeshing procedure, showing competitive efficiency when compared with a global uniform refinement. Applying remeshing to polygon discretizations is crucial since it can effectively release the locking effect induced by the constant-strain assumption inside the elements, and the converged load prediction can gain precision comparable to the triangular one. Polygon elements exhibit great efficiency in large-scale applications, requiring only 1/5 – 1/2 of processing time when compared with triangular meshes. Regular polygons are more recommended given the lower sensitivity to the initial mesh. The proposed procedure broadens the applicable scenarios of remeshing in limit analysis, providing also a paradigm for mesh refinement in other mesh-based simulations.

Authors

Institutions

Publication Details

Journal
International Journal of Mechanical Sciences
Published
2025-05-05
DOI
https://doi.org/10.1016/j.ijmecsci.2025.110349
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Automatic remeshing in limit analysis with deformable polygon discretization

Yiwei Hua, Gabriele Milani
International Journal of Mechanical Sciences
Geotechnical Engineering and Analysis
article

Automatic remeshing in limit analysis with deformable polygon discretization

Yiwei Hua, Gabriele Milani
article en

Abstract

• Robust and efficient remeshing of limit analysis applicable to complex mesh shape • Constant-strain locking of the polygon can be resolved by applying the remeshing • Edge-split method as the most efficient refinement scheme for triangles • Higher efficiency of using polygon discretization in large-scale applications • Recommendation of using regular elements given lower impact from initial mesh Automatic remeshing holds promise for reducing mesh dependency in numerical simulations. However, its current application in limit analysis primarily relies on triangular meshes. Existing mesh refinement schemes are often not general enough to accommodate complex discretizations. To address this, the paper introduces a dissipation-based automatic remeshing strategy for finite element limit analysis, which supports meshes with arbitrary element shapes and enables interfacial velocity discontinuities and selective refinement. The element deformation is assumed to be homogeneous. The approach is applied to analyze the collapses of the weightless cohesive-frictional strip footing and of a masonry arch bridge interacting with the backfill. The results obtained both indicate the reliability and effectiveness of the proposed remeshing procedure, showing competitive efficiency when compared with a global uniform refinement. Applying remeshing to polygon discretizations is crucial since it can effectively release the locking effect induced by the constant-strain assumption inside the elements, and the converged load prediction can gain precision comparable to the triangular one. Polygon elements exhibit great efficiency in large-scale applications, requiring only 1/5 – 1/2 of processing time when compared with triangular meshes. Regular polygons are more recommended given the lower sensitivity to the initial mesh. The proposed procedure broadens the applicable scenarios of remeshing in limit analysis, providing also a paradigm for mesh refinement in other mesh-based simulations.

International Journal of Mechanical SciencesVol. 297-298
Politecnico di Milano (IT)
Openalex Percentile: Top 89%
Geotechnical Engineering and Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Automatic remeshing in limit analysis with deformable polygon discretization — Yiwei Hua, Gabriele Milani · International Journal of Mechanical Sciences (2025) | TGRS Research Map | TGRS