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Klaus Six
Klaus Six
Virtual Vehicle Research GmbH
Verified email at v2c2.at
Title
Cited by
Cited by
Year
Friction in wheel–rail contact: a model comprising interfacial fluids, surface roughness and temperature
C Tomberger, P Dietmaier, W Sextro, K Six
Wear 271 (1-2), 2-12, 2011
892011
Third body layer—experimental results and a model describing its influence on the traction coefficient
A Meierhofer, C Hardwick, R Lewis, K Six, P Dietmaier
Wear 314 (1-2), 148-154, 2014
812014
Development of white etching layers on rails: simulations and experiments
C Bernsteiner, G Müller, A Meierhofer, K Six, D Künstner, P Dietmaier
Wear 366, 116-122, 2016
702016
Modeling surface rolling contact fatigue crack initiation taking severe plastic shear deformation into account
G Trummer, C Marte, P Dietmaier, C Sommitsch, K Six
Wear 352, 136-145, 2016
612016
Simple particle shapes for DEM simulations of railway ballast: influence of shape descriptors on packing behaviour
B Suhr, K Six
Granular matter 22, 1-17, 2020
562020
Physical processes in wheel–rail contact and its implications on vehicle–track interaction
K Six, A Meierhofer, G Müller, P Dietmaier
Vehicle System Dynamics 53 (5), 635-650, 2015
562015
Challenges and progress in the understanding and modelling of the wheel–rail creep forces
E Vollebregt, K Six, O Polach
Vehicle System Dynamics 59 (7), 1026-1068, 2021
502021
Parametrisation of a DEM model for railway ballast under different load cases
B Suhr, K Six
Granular matter 19 (4), 64, 2017
492017
Comparison of two different types of railway ballast in compression and direct shear tests: experimental results and DEM model validation
B Suhr, S Marschnig, K Six
Granular matter 20 (4), 70, 2018
482018
Wheel-rail creep force model for predicting water induced low adhesion phenomena
G Trummer, LE Buckley-Johnstone, P Voltr, A Meierhofer, R Lewis, K Six
Tribology International 109, 409-415, 2017
482017
Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types
N Kumar, B Suhr, S Marschnig, P Dietmaier, C Marte, K Six
Granular Matter 21 (4), 106, 2019
382019
Assessing the impact of small amounts of water and iron oxides on adhesion in the wheel/rail interface using High Pressure Torsion testing
LE Buckley-Johnstone, G Trummer, P Voltr, A Meierhofer, K Six, ...
Tribology International 135, 55-64, 2019
362019
On the effect of stress dependent interparticle friction in direct shear tests
B Suhr, K Six
Powder technology 294, 211-220, 2016
362016
Full-scale testing of low adhesion effects with small amounts of water in the wheel/rail interface
LE Buckley-Johnstone, G Trummer, P Voltr, K Six, R Lewis
Tribology International 141, 105907, 2020
342020
The development of a high pressure torsion test methodology for simulating wheel/rail contacts
M Evans, WA Skipper, L Buckley-Johnstone, A Meierhofer, K Six, R Lewis
Tribology International 156, 106842, 2021
272021
Shape analysis of railway ballast stones: curvature-based calculation of particle angularity
B Suhr, WA Skipper, R Lewis, K Six
Scientific Reports 10 (1), 6045, 2020
222020
Plasticity in wheel–rail contact and its implications on vehicle–track interaction
K Six, A Meierhofer, G Trummer, C Bernsteiner, C Marte, G Müller, ...
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2017
222017
Friction phenomena and their impact on the shear behaviour of granular material
B Suhr, K Six
Computational particle mechanics 4 (1), 23-34, 2017
222017
Modeling wear and rolling contact fatigue: Parametric study and experimental results
G Trummer, C Marte, S Scheriau, P Dietmaier, C Sommitsch, K Six
Wear 366, 71-77, 2016
212016
A new approach for modelling mild and severe wear in wheel-rail contacts
H Al-Maliki, A Meierhofer, G Trummer, R Lewis, K Six
Wear 476, 203761, 2021
202021
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