arXiv (All)
open access
An implicit locking-free B-spline Material Point Method for large strain geotechnical modelling
The Material Point Method (MPM) has drawn great attention in the numerical modelling of large deformation, geotechnical problems. The popularity of MPM is mainly because its formulation shares significant similarities with the Finite Element Method. In MPM, the iteration points can move independentl
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Stability analysis of landslide dam slopes based on the local strength reduction–random finite element method#473116
- Simulation des glissements de terrain lents à l’aide de l’IA : données multi-sources, forçages hydrométéorologiques, et interprétabilité#213226
- A Study on Dislocation Movement and Stress Field near Fatigue Crack Tip by Discrete Dislocation Dynamics#22472
- Estimación del margen de estabilidad de tensión en sistemas de potencia ante contingencias en líneas de transmisión mediante una formulación convexa y un enfoque heurístico#365323
- Analysis of bolted rock by computer modeling#191604
Record · ID 1062007
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive