Modeling and experimental characterization of pearlitic rail steels subjected to large biaxial strains
Licentiate thesis, 2017

Large shear strains develop in the near-surface region under the running band of railway rails. Rolling Contact Fatigue (RCF) cracks often initiate in this region, causing major problems for the railway industry. However, characterization of the constitutive and fatigue behavior of this region is difficult due to the large gradient of properties. In the present thesis, the deformed microstructure in this region is characterized. An axial-torsion test rig is used to predeform cylindrical low-cycle fatigue specimens in order to obtain material properties similar to those of the near-surface region in rails. These specimens are more suitable for further mechanical testing, compared to those resulting from many of the other predeformation methods described in the literature. The obtained material is compared to field samples in terms of the material hardness and microstructure. The microstructure is evaluated with both optical microscopy and scanning electron microscopy. This comparison shows that the predeformed material state closely resembles what is found in some used rails at a depth between 50 and 100 μm. In order to describe the behavior of the material during the large shear deformations, a sound framework for finite strain metal plasticity is needed. Several options are available in the literature, but in this thesis two frameworks for hyperelasto-plasticity with kinematic hardening are investigated. It is shown that for appropriate choices of Helmholtz' free energy these frameworks are equivalent. Furthermore, several material models formulated within this framework are evaluated in terms of their abilities to predict the mechanical response during the predeformation. Particular emphasis is put on the role of the kinematic hardening laws and how these influence the response during the biaxial loading. It is found that by combining different models from the literature, the predeformation process can be modeled accurately.

hyperelasto-plasticity

axial-torsion

kinematic hardening

biaxial loading

Pearlitic steel

VDL, Chalmers Tvärgata 4C
Opponent: Professor Andreas Menzel, Institute of Mechanics, TU Dortmund University, Germany

Author

Knut Andreas Meyer

Chalmers, Applied Mechanics, Material and Computational Mechanics

A comparison of two frameworks for kinematic hardening in hyperelasto-plasticity

XIV International Conference on Computational Plasticity (COMPLAS 2017),; (2017)p. 342-350

Conference contribution

Meyer, K.A., Nikas, D., Ahlström, J. "Comparison between biaxially deformed pearlitic rail steel and field samples" Submitted for international publication (2017)

Meyer, K.A., Ekh, M., Ahlström, J. "Modeling of kinematic hardening at large biaxial deformations in pearlitic rail steel" Submitted for international publication (2017)

Subject Categories

Mechanical Engineering

Areas of Advance

Transport

Materials Science

Infrastructure

C3SE (Chalmers Centre for Computational Science and Engineering)

Publisher

Chalmers University of Technology

VDL, Chalmers Tvärgata 4C

Opponent: Professor Andreas Menzel, Institute of Mechanics, TU Dortmund University, Germany

More information

Created

9/11/2017