Abstract
Stress oscillations in the material point method (MPM) are one of the major reasons unrealistic results are obtained. In this paper an investigation of the stress oscillations occurring when using one- and two-phase approaches is performed. Specifically, an axisymmetric benchmark and a two-dimensional plane strain problem are used to demonstrate and investigate the oscillations. Furthermore, a partially reduced integration combined with the GIMP technique (GIMP-R) is implemented to reduce large oscillations.
Original language | English |
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Title of host publication | Proceedings of the Second International Conference on the Material Point Method for Modelling Soil-Water-Structure Interaction |
Subtitle of host publication | 8 – 10 January 2019, University of Cambridge, United Kingdom |
Pages | 135-139 |
Number of pages | 5 |
Publication status | Published - 2019 |
Event | MPM 2019: 2nd International Conference on the Material Point Method for Modelling Soil–Water–Structure Interaction - Cambridge, United Kingdom Duration: 8 Jan 2019 → 10 Jan 2019 Conference number: 2 http://mpm2019.eu/home |
Conference
Conference | MPM 2019: 2nd International Conference on the Material Point Method for Modelling Soil–Water–Structure Interaction |
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Abbreviated title | MPM 2019 |
Country/Territory | United Kingdom |
City | Cambridge |
Period | 8/01/19 → 10/01/19 |
Internet address |
Keywords
- Hydro-mechanical
- MPM
- Stress oscillations