Challenge

Week 2 Railwheel and Track

Aim : To perform a static structural analysis on the Railwheel and Track setup.

Objectives :

Case 1 : Multiply the bearing load by 5 times and compare the results with the load of 100000 N. Compare the Total Deformation, Equivalent stress and the life under both the loads.

Case 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.

Procedure :

Static structural and Engineering data :

  • Create static structural model.
  • Go to engineering data set the material as per requirement.

Geometry :

  • Open spaceclaim.
  • Import the geometry.

Model Setup :

1. Contacts :

  • Open contacts.
  • Right click and rename based on defination both contacts.
  • Right click and Flip the contacts.
  • For rail and wheel give frictional contact with coeff. of friction as 0.3.

  • For Shaft and wheel use frictionless contact.

2. Joints :

  • Right click on connections and create joints.
  • Create fixed joint for rail.

  • Create translational joint for shaft to provide translational motion.

  • Create planar joint for wheel.

3. Meshing :

  • Open mesh.
  • Give element size of 50 mm.
  • Create face sizing of size 35 mm for the three faces in contact.

  • Click on generate mesh.

4. Analysis setting :

  • No. of steps = 5
  • Auto time stepping = Program controlled.
  • Solver type = Direct.
  • Large deflection =On.
  • In Output Controls all parameters should be yes.
  • In Non-linear controls Force convergence should be on.
  • Now, use shift key and select 2 to 5 time step and change parameters.
  • Auto time stepping = on
  • Define by = time.
  • Carry over timestep = On
  • Minimum timestep = 1E-3 s
  • Maximum timestep = 0.1 s
  • In Output Controls all parameters should be yes.
  • In Non-linear controls Force convergence should be on.

5. Joint load :

  • Create translational displacement of 0 to 500 mm for translational joint.

  • Create bearing load of 100000 N on wheel.
  • Set Y-component as a input parameter for running simulation for 500000 N load.

6. Solution :

The following parameters need to be evaluated for the results of the rail wheel and track :

  • Equivalent Von-mises stress.
  • Total deformation.
  • Life cycle.
  • User-defined result.

Results :

Case 1 :

Part A : For Bearing load of 100000 N.

Total Deformation :

Equivalent Stress :

Life Cycle :

Part B : For Bearing load of 500000 N.

Total Deformation :

Equivalent Stress :

Life Cycle :

Comparison of results :

Sr.No. Results 100000 N 500000 N
1 Total deformation Minimum (mm) 0 0
2 Total deformation Maximum (mm) 1001.2109 1001.4025
3 Equivalent stress Minimum (MPa) 5.4762 E-10 2.0903 E-09
4 Equivalent stress Maximum (MPa) 93.2399 389.1917
5 Life cycle Minimum 6.3635 E5 2943
6 Life cycle Maximum 1 E6 1 E6

The result shows that as the load increases, force reaction increases. The equivalent stress and deformation increases, the force is directly proportional to the stress value.

Case 2 : Implement a User defined result and calculate the Total Deformation from this result.

User-defined Result :

  • Right click on the solution insert the User defined Result.
  • The expression used to evaluate the result expression used is UX + UY +UZ and the output unit is displacement.

  • Total deformation for the user defined is same as as that obtained by the inbuilt result by ANSYS for a load of 100000 N.
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