Zobrazeno 1 - 10
of 282
pro vyhledávání: '"JACEK TEJCHMAN"'
Publikováno v:
Frontiers in Materials, Vol 7 (2020)
A disordered and heterogeneous, quasi-brittle granular material can withstand certain levels of internal damage before global failure. This robustness depends not just on the bond strengths but also on the topology and redundancy of the bonded contac
Externí odkaz:
https://doaj.org/article/c2eb5bdd924540458f704d55f96c8338
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 47:23-53
Publikováno v:
Powder Technology. 392:375-392
Charakterystyki przeplywu materialow sypkich w silosach mają znaczenie dla naporow wywieranych na ściany silosu. Mozna je zmieniac za pomocą roznych wkladek. W pracy omowiono wyniki liczbowe dotyczące ograniczonego przeplywu niespoistego ziarnist
Autor:
Jacek Tejchman
Publikováno v:
KONA Powder and Particle Journal, Vol 20, Iss 0, Pp 125-132 (2014)
The effects of wall inclinations and wall imperfections at the onset of granular flow in a silo are numerically studied. The calculations were carried out for the onset of quasi-static mass flow in a silo with a controlled outlet velocity along the e
Externí odkaz:
https://doaj.org/article/d234e55e48cd417583416df59e42016f
Publikováno v:
Acta Geotechnica. 16:3533-3554
Three-dimensional simulations of a monotonic quasi-static interface behaviour between initially dense cohesionless sand and a rigid wall of different roughness during tests in a parallelly guided direct shear test under constant normal stress are pre
Publikováno v:
Powder Technology. 378:538-560
The paper focuses on confined silo flow of cohesionless sand. The problem considered is a quasi-static flow in a plane strain model silo with parallel walls simulated with the material point method (MPM). The simulation used a non-local hypoplastic c
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:234-264
Publikováno v:
Acta Geotechnica. 16:1001-1026
The paper deals with three-dimensional simulations of a monotonic quasi-static interface behaviour between cohesionless sand and a rigid wall of different roughness during wall friction tests in a parallelly guided direct shear test under constant no
Publikováno v:
Engineering Fracture Mechanics. 277:108978