Track Frequency Response Evaluation

This example evaluates the frequency response of a track composed of TIM4 or TIM4eb (eb: elastic bedding) elements using the github example code.

Frequency response of the track for point excitation at mid-span or over the sleeper for changing ballast pameters:

_images/FrequencyResponse_ChangingBallastParams.png

Frequency response of the track for point excitation at mid-span or over the sleeper for changing pad pameters:

_images/FrequencyResponse_ChangingPadParams.png

Frequency response observed at different DOFs of the track for point excitation at mid-span or over the sleeper compared for PT (TIM4) and EB (TIM4eb):

_images/FrequencyResponse_point_distributed_support.png

Frequency response observed at different DOFs of the track for point excitation at mid-span or over the sleeper compared for PT (TIM4) and EB (TIM4eb):

_images/FrequencyResponse_point_distributed_support.png

Modal response amplitude and shapes for mid-span excitation at peak response frequencies (peak picking on the FRF):

_images/mode_shapes_load_midspan.png

Modal response amplitude and shapes for excitation over the sleeper at peak response frequencies (peak picking on the FRF):

_images/mode_shapes_load_oversleeper.png