Table 4.
The analogy of different track stiffness evaluation strategies. 10
| S.No. | Concept | Accuracy | Speed | Research advancements |
|---|---|---|---|---|
| 1 | Standstill evaluation of static stiffness | Vertical evaluation precision is high, but the stiffness variations along the line cannot be determined. | Very slow | Typically used on heavy-haul railway tracks. |
| 2 | Continuous evaluation, static stiffness under dynamic load | Improved evaluation accuracy due to enhancing displacement evaluation | Adjustable below 60 kmph usually | Mature |
| 3 | Continuous evaluation, static stiffness under dynamic load, and high-speed deflectograph | Unsure | 130 kmph, even higher | The road modulus evaluation has been successful, and the track modulus evaluation is currently underway. |
| 4 | Continuous evaluation, dynamic stiffness, excitation of the eccentric wheel, and hysteresis curve evaluation | High precision due to an approximation of hysteresis curve, stiffness, and damping factor recognition. | Slow approximate 6 kmph | Data analysis and vehicle optimization |
| 5 | Continuous evaluation, dynamic stiffness, and eccentric wheel excitation | High precision and the ability to recognize a wide range of railway track stiffness issues | High-speed of 50 kmph | Construction of a database and multi-line assessment. |