Project

Rail Wheel & Track Structural Analysis using ANSYS Workbench

Perform a static structural analysis on the Railwheel and Track setup and

Problem 1: With two Different Bearing Load 500000N and 100000N and Compare the Total Deformation, Equivalent stress and the life under both the loads

Problem 2: Implement a User defined result and calculate the Total Deformation from this result and check if it is the same as that obtained by the inbuilt result by ANSYS for a load of 100000 N.

Geometry

The geometry is been imported in deign module

Material

Structural Steel is been used for all 3 Components

Contact

There Two Contact in this assembly

  • Rail To Wheel

Type :Frictional

Friction coefficient:0.3

Formulation : Program Control

  • Wheel To shaft

Type :Frictionless

Formulation : Program Control

Joints

  • Fixed to Ground to Rail
  • Translational - Ground To shaft Along x direction
  • Planar - Ground To wheel

Mesh

Mesh size :50mm

Element type: Tet10 (default)

Face sizing is done for the contact region of rail and wheel because that were most stress will be acting on

Face sizing :35mm

Boundary Condition

  • Joint Displacement

Displacement is given to the shaft along x axis for 500mm

tabular data

Case1

Bearing load is acted where the shaft and wheel are in contact

load is applied in -yaxis

Bearing Load =500000N

Case2

Bearing load is acted where the shaft and wheel are in contact

load is applied in -yaxis

Bearing Load =100000N

Post Processing

  • Total Deformation
  • Equivalent von Mises Stress
  • Equivalent Elastic Strain
  • Contact Pressure On Rail & Wheel
  • Contact Pressure On Shaft & Wheel
  • Life
  • User Define deformation
  • Solution Output

CASE1: Load 500000N

  • Total deformation(1001.2mm)

  • Equivalent von Mises Stress(368.2MPa)

  • Equivalent Elastic Strain(0.0023659)

  • Contact Pressure On Rail & Wheel(543.32MPa)

  • Contact Pressure On Shatf & Wheel(17.567Mpa)

Life

CASE2: Load 100000N

Total Deformation(1001.2mm)

  • Equivalent von Mises Stress(81.99MPa)

Equivalent Elastic Strain(0.00054076)

  • Contact Pressure On Rail & Wheel(148.31MPa)

  • Contact Pressure On Shaft & Wheel(5.7817MPa)

Life

User Define -Deformation(1001.2mm

Expression = sqrt(UX^2+UY^2+UZ^2)

  • CONCLUSION

  • Total deformation is similar in both load
  • The equivalent stress for 50000N is 4.5 times the equivalent stress for 100000N bearing load
  • As the Bearing load is more for case1 the contact pressure on rail & wheel and Shaft & wheel is 3.5 time the contact pressure for case 2
  • Because of larger maximum stress in case 1 the minimum life cycle has become lesser compare to case 1
  • User define deformation is as same as the inbuilt result by ANSYS for a load of 100000.
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