Materials and maintenance – Material och underhåll (MU) – Werkstoff und Unterhalt – Matériaux et entretienMU9. ROLLING CONTACT FATIGUE OF RAILWAY WHEELSRullkontaktutmattning av järnvägshjulErmüdung von Eisenbahnrädern durch RollkontaktFatigue de contact des roues ferroviaires au roulementProject leaders Dr Anders Ekberg,Assistant Professor, andDr Elena Kabo,Applied MechanicsCo-workerProfessor Roger Lundén,Applied MechanicsPeriod 2000-07-01 – <strong>2003</strong>-06-30(– 2004-06-30)Chalmers budget Stage 3: ksek 1350+200(excluding university Stage 4: ksek 1000basic resources)Industrial interests Stage 3: ksek 200+200in-kind budget (Bombardier Transportation+Lucchini Sweden)Stage 4: ksek 100(Lucchini Sweden)pact on the wheel rim based on the output from dynamicsimulations of train-track interaction. Surface-initiatedfatigue is assessed by use of shakedown theory. Subsurface-initiatedfatigue is evaluated by use of a multiaxialfatigue criterion. Analytic expressions have been establishedfor the fatigue impact, allowing very fast calculations.Parallel research is being carried out to evaluatethe influence of single and clustered defects of varyingsize and location.For photos of Anders Ekberg, Elena Kabo and RogerLundén, see pages 40 and 49The safety of railway wheels and their life-cycle costs aredependent on phenomena associated with the rollingcontact stresses in the rim of the wheels. The fatiguelife is linked to such factors as load magnitude, materialquality, material anisotropy, material defects and manufacturingprocesses and also plastic deformations in operation.Relevant and complete material specificationsshould consider both the mechanical properties of possiblematerial defects and their form, size and physicallocation.The overall aim of the mu9 project is to develop an“engineering” model of rolling contact fatigue whiletaking into account the factors mentioned above. Themodel should be useful in the design of the wheel geometryand when making an optimum choice of wheelmaterial and maintenance intervals. A project plan dated2000-09-19 was approved by the charmec Board on21 September 2000. Several meetings have been heldwith Bombardier Transportation, Deutsche Bahn, DurocRail, mtab, Spoornet and TrainTech Engineering. Therehas been coordination with the project eu6.Based on wlife, see under project mu4, the computerprogram fierce (Fatigue Index Evaluator for RollingContact Environments) has been developed and releasedas a stand-alone matlab code and has also been incorporatedin commercial dynamic codes such as adams/Railand gensys. The fierce code evaluates the fatigue im-Example in project MU9 of calculated energy-type fatigue impactparameter (Jiang, MPa) in the vicinity of a defect cluster in a twodimensionalrailway wheel model after five passages of rollingcontact load 12 MN/m. Material pores of diameters 1.0 mm and0.5 mm are separated by 0.5 mm. Distance from wheel tread isshown on the leftA reference group for the mu9 project has been establishedwith members from Bombardier Transportationand TrainTech Engineering. Along with Jonas Ringsbergof project mu11, Anders Ekberg and Elena Kabo haveworked as editors of the cm<strong>2003</strong> proceedings, see page 63.Anna Hansson: Contact mechanics – exploring some limitationsof Hertzian theory, MSc Thesis EX 2001:3, ChalmersSolid Mechanics, Gothenburg 2001, 27 ppAnders Ekberg, Elena Kabo and Hans Andersson: Predictingrolling contact fatigue of railway wheels, Proceedings 13thInternational Wheelset Congress, Rome (Italy) September 2001,7 pp on CDElena Kabo: Material defects in rolling contact fatigue ofrailway wheels – influence of overloads and defect clusters,International Journal of Fatigue, vol 24, no 8, 2002, pp 887-894Anders Ekberg and Roger Lundén: Rolling contact fatigueof railway wheels – towards validation of a predictive model,Proceedings 8th International Fatigue Congress FATIGUE’2002, Stockholm (Sweden) June 2002, vol 2, pp 843-850Elena Kabo and Anders Ekberg: Fatigue initiation in railwaywheels – a numerical study of the influence of defects, Wear,vol 253, nos 1-2, 2002, pp 26-34→39
Materials and maintenance – Material och underhåll (MU) – Werkstoff und Unterhalt – Matériaux et entretienMU10. CRACK PROPAGATION IN RAILWAY WHEELSSprickfortplantning i järnvägshjulRissausbreitung in EisenbahnrädernPropagation de fissures dans les roues ferroviairesProject leadersand supervisorsProfessor Hans Andersson,Dr Elena Kabo andDr Anders Ekberg,Applied MechanicsDoctoral candidate Ms Eka Lansler, MSc(from 2002-02-01)Period 2002-02-01 – <strong>2003</strong>-06-30(– 2007-01-31)Chalmers budget Stage 3: ksek 1100(excluding university Stage 4: ksek 2050basic resources)Industrial interests Stage 3: ksek 400in-kind budget Stage 4: ksek 200(Lucchini Sweden)PhD student Eka Lansler (left) and her supervisors ProfessorHans Andersson (right), Dr Elena Kabo and Dr Anders Ekbergin project MU10Cracks in dynamically loaded metal structures are usuallyunavoidable. One design philosophy then is to ensurethat the structure is inspected for cracks before any ofthem has reached a critical size. This requires predictivemodels of how rapidly a crack grows in the structure andunder what conditions it will lead to complete structuralfailure. The aim of the mu10 project is to establish suitablemodels of crack growth and fracture for railwaywheels. In particular, cracks initiated below the treadsurface are to be studied keeping in mind that suchcracks grow in a multiaxial and essentially compressivestress field with rotating principal directions. A projectplan dated 2001-02-08 was approved by the charmecBoard on 20 February 2001.Eka Lansler has attended graduate courses in preparationfor her research work. A finite element modelof a deep crack in a railway wheel has been developed.Numerical studies have been made of the relative displacementof the two faces of a subsurface crack duringa load passage. A qualitative understanding has beenobtained on how these displacements are influenced byparameters such as contact load magnitude and contactgeometry. Methods for crack growth prediction based onmechanical quantities (stresses, strains, stress intensities,J-integrals etc) and measures of material resistance arecurrently being investigated.The reference group of the project mu10 has membersfrom Bombardier Transportation, Duroc Rail and Train-Tech Engineering.Eka Lansler and Elena Kabo: Sub-surface crack face displacementsin railway wheels, Proceedings 6th InternationalConference on Contact Mechanics and Wear of Rail/WheelSystems (CM<strong>2003</strong>), Gothenburg June <strong>2003</strong>, vol II, pp 369-375→ (FROM PREVIOUS PAGE)Anders Ekberg, Elena Kabo and Hans Andersson: An engineeringmodel for prediction of rolling contact fatigue ofrailway wheels, Fatigue & Fracture of Engineering Materials& Structures, vol 25, no 10, 2002, pp 899-909Anders Ekberg and Elena Kabo: Rolling contact fatigue ofrailway wheels and rails – an overview, Proceedings RollingContact Fatigue: Applications and Development, Brescia (Italy)November 2002, pp 5-26Elena Kabo and Anders Ekberg: The influence of defectsin rolling contact fatigue, ibidem, pp 85-93Elena Kabo and Anders Ekberg: Material defects in rollingcontact fatigue of railway wheels – the influence of defect size,Proceedings 6th International Conference on Contact Mechanicsand Wear of Rail/Wheel Systems (CM<strong>2003</strong>), Gothenburg June<strong>2003</strong>, vol I, pp 119-125Anders Ekberg and Elena Kabo: Rolling contact fatigue ofrailway wheels and rails – an overview, ibidem, Appendix II,pp 11-24Anders Ekberg, Elena Kabo and Jens Nielsen: Integratingrolling contact fatigue analysis with simulation of dynamictrain-track interaction, Proceedings 3rd International Conference“XXI Century Rolling Stock (ideas, requirements,projects)”, St Petersburg (Russia) July <strong>2003</strong>, 11 pp40