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Dynamic finite element simulation of wheel–rail contact response for the straight track case
- Source :
- Advances in Structural Engineering. 24:856-869
- Publication Year :
- 2020
- Publisher :
- SAGE Publications, 2020.
-
Abstract
- The dynamic effects, mainly including the inertia effect and strain-rate effect, on the dynamic wheel–rail contact behavior become more and more serious as the train speed increases. The inertia effect can be automatically taken into account in explicit finite element analysis codes, while the strain-rate effect needs to be considered via inputting the related material parameters. In the present paper, the influence of strain rate on the dynamic wheel–rail contact response for the straight track case was explored, based on a 3D wheel–rail rolling contact finite element model, via LS-DYNA/explicit algorithm. Effects of the axle load and train speed on typical dynamic wheel–rail responses were discussed, and the results indicate that the coupled train speed with strain rate has a non-negligible influence on dynamic contact responses. The strain rate hardening effect increases the maximum contact pressure and stress, and inhibits the plastic deformation of the wheel–rail system. A rate-sensitive factor (RSF) was then introduced to describe the strain rate hardening effect, confirming that the rail is more sensitive to strain rate compared to the wheel. Finally, an error analysis of the wheel–rail Hertz contact theory was conducted, which further verify the differences between elastic and elastic-plastic contact solutions.
- Subjects :
- Contact behavior
Computer science
business.industry
media_common.quotation_subject
020101 civil engineering
02 engineering and technology
Building and Construction
Structural engineering
Inertia
Track (rail transport)
Finite element method
0201 civil engineering
Finite element simulation
020303 mechanical engineering & transports
0203 mechanical engineering
business
Civil and Structural Engineering
media_common
Subjects
Details
- ISSN :
- 20484011 and 13694332
- Volume :
- 24
- Database :
- OpenAIRE
- Journal :
- Advances in Structural Engineering
- Accession number :
- edsair.doi...........0c8b77ef5ec8bf9291999764a76f5f2b