| dc.contributor.author | Kačianauskas, Rimantas | |
| dc.date.accessioned | 2023-09-18T17:16:44Z | |
| dc.date.available | 2023-09-18T17:16:44Z | |
| dc.date.issued | 2008 | |
| dc.identifier.issn | 0208-5658 | |
| dc.identifier.other | (BIS)VGT02-000017509 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/121224 | |
| dc.description.abstract | Wall stresses are very important parameter in processes run in silos and tanks. DEM method appeared to be a very useful numerical tool in simulation of granular materials [1]. The paper presents the comparison of measured wall stresses exertd by 20,400 pea grains with DEM simulation in the model of silo by the DEMMAT code [2]. Two sensors of 55 mm in diameter were placed on the lateral wall and wall stresses were registered. | eng |
| dc.format.extent | p. 136-137 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | The discrete element method with application to simulation of granular flow and dynamic fracture of solids | |
| dc.type | Straipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication | |
| dcterms.references | 5 | |
| dc.type.pubtype | P1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences | |
| dc.subject.researchfield | T 009 - Mechanikos inžinerija / Mechanical enginering | |
| dcterms.sourcetitle | Selected topics of contemporary solid mechanics: 36th solid mechanics conference: Prace IPPT - IFTR reports, September 9-12, 2008, Gdansk / Institute of Fundamental Technological research of the Polish Academy of Sciences | |
| dc.description.volume | 2 | |
| dc.publisher.name | Institute of Fundamental Technological Research Polish Academy of Sciences | |
| dc.publisher.city | Warszawa | |
| dc.identifier.elaba | 3838376 | |
