Structural Analysis of Railwheel and Track

Analysis Setting:

Case-1:

Total Deformation for 100000 N Bearing load

Total Deformation for 500000 N Bearing load

Equivalent stress for 100000 N Bearing load

Equivalent stress for 500000 N Bearing load

Life under 100000 N Bearing load

Life under 500000 N Bearing load

Case- 2: User defined result (the Total Deformation)

Conclusion:

The static structural analysis of railwheel and track completed successfully without any error.

The value of total deformation remains same for both the loading condition.

The stress increased from 92.4 MPa to 380.6 Mpa on increasing loading condition.

The minimum life decreased from 6.61e5 to 3153 cycles.

The result obtain from in-built function is same as user defined formula.