Method and apparatus to determine structural parameters of a railway track

• US 10,392,035 B2
• Filed: 04/07/2015
• Issued: 08/27/2019
• Est. Priority Date: 04/15/2014
• Status: Active Grant

• Current Assignee: Eber Dynamics AB
• Original Assignee: Eber Dynamics AB
• Inventors: Berggren, Eric
• Primary Examiner(s): Schechter, Andrew
• Assistant Examiner(s): Cordero, Lina M
• Application Number:
  US15/303,271
• Publication Number:
  US 20170029001A1
• Time in Patent Office: 1,603 Days
• Field of Search: None
• CPC Class Codes: B61K 9/08 Measuring installations for surveying permanent way applications of measuring apparatus or devices for track building purposes E01B35/00; measuring techniques G01
• CPC Class Codes: B61L 23/042 Track changes detection
• CPC Class Codes: E01B 35/12 for measuring movement of the track or of the components thereof under rolling loads, e.g. depression of sleepers, increase of gauge
• CPC Class Codes: G01B 11/16 for measuring the deformation in a solid, e.g. optical strain gauge
• CPC Class Codes: G01M 5/0058 of elongated objects, e.g. pipes, masts, towers or railways
• CPC Class Codes: G01M 5/0091 by using electromagnetic excitation or detection

Abstract

Method for determining structural parameters of a railway track having a sensor array, includes measuring vertical and/or lateral irregularities of the rail with the sensor array along the rail, thereby providing signals corresponding to geometrical irregularities at different distance from the wheel-load. A model is provided describing the rail'"'"'s deflection shape, which is dependent on structural parameters of the rail and on the loads on the rail. The model is stored in a processor where geometrical irregularities are compared under different load influence for generating a measured deflection shape. At least one theoretical rail deflection shape is generated using the model by varying structural parameters and the load in the model. At least one of theoretical deflection shapes is compared with the measured deflection shape for each point of the rail, and the structural parameters of that theoretical deflection shape which best matches the measured deflection shape are determined.

Claims

1. A method of monitoring a railway track to ensure safe travel, the method comprising:

determining structural parameters of a rail using a measurement system comprising;

a railway car configured as a measurement vehicle, the measurement vehicle including a sensor array mounted on one side of a wheel and configured to measure at least vertical and/or lateral irregularities of the rail under influence of different loads at a plurality of points along the rail, and at different distances from the wheel of the measurement vehicle,

the sensor array further configured to provide signals corresponding to said irregularities, the sensor array being positioned in the railway car adjacent to a contact point between the wheel and the rail; and

a processor configured to process the signals from the sensor array;

with the measurement vehicle moving on the rail, measuring at least the vertical and/or lateral irregularities of said rail with the sensor array along the rail, thereby providing the signals corresponding to the irregularities at the different distances from the wheel, and under the influence of the different loads;

providing a model describing a deflection shape of the rail, wherein the deflection shape is dependent on the structural parameters of the rail and on loads on the rail, said model being stored in the processor; and

comparing said irregularities under the influence of the different loads in order to separate deflection due to wheel loads from non-loaded geometrical irregularities, thus generating a measured deflection shape;

generating at least one theoretical rail deflection shape using the model by varying the structural parameters and the load in the model; and

comparing the at least one theoretical rail deflection shape with said measured deflection shape for each point along the rail;

determining the structural parameters of the at least one theoretical rail deflection shape which best matches said measured deflection shape.

2. The method according to claim 1, wherein the loads on the rail are the wheel loads and temperature induced longitudinal loads in the rail.

3. The method according to claim 2 wherein the structural parameters are selected from track modulus, stress free temperature of the rail, bending moment of the rail, track damping, and critical ground speed.

4. The method according to claim 1 wherein the structural parameters are selected from track modulus, stress free temperature of the rail, bending moment of the rail, track damping, and critical ground speed.

5. The method according to claim 4, wherein the stress free temperature of the rail is obtained by measuring the rail temperature with a thermometer and comparing with a stress free state.

6. The method according to claim 1, wherein the sensor array for measuring said irregularities comprises any of lasers, laser and camera, laser-doppler for velocity, and radar.

7. The method according to claim 1, wherein the model describing the deflection shape of the rail is selected from a linear or nonlinear beam model with foundation or a linear or nonlinear FEM-model.

8. The method according to claim 1, wherein the step of comparing the least one of said theoretical deflection shapes includes use of any of Kalman filters, adaptive filters or sequential Monte Carlo methods.

9. The method according to claim 1, wherein in order to compare deflection shapes before and after the wheel or a bogie for critical speed determination, an additional sensor array is mounted on an other side of the wheel or the bogie in a longitudinal direction, and measuring said irregularities, thus making it possible to detect non-symmetric deflection shape when comparing the deflection shapes before and after the wheel.

10. An apparatus for determining structural parameters of a rail track having a measurement system comprising:

a processor;

a sensor array positioned in a railway car adjacent to a contact point between a wheel of the railway car and a rail,

the sensor array configured to measure at least vertical and/or lateral irregularities of the rail under influence of different loads at a plurality of points along the rail, and at different distances from the wheel of the railway car, and to provide signals corresponding to said rail irregularities to the processor,

wherein the processor is configured to process the signals from the sensor array,

the processor being provided with a model describing a deflection shape of the rail, wherein the deflection shape is dependent on the structural parameters of the rail and on loads on the rail, said model being stored in the processor,

the processor being further configured to perform the steps of;

comparing said irregularities under influence of different loads in order to separate deflection due to wheel loads from non-loaded geometrical irregularities, thus generating a measured deflection shape;

generating at least one theoretical rail deflection shape using the model by varying the structural parameters and the load in the model;

comparing the at least one theoretical rail deflection shape with said measured deflection shape for each point along the rail; and

determining the structural parameters of the at least one theoretical rail deflection shape which best matches said measured deflection shape.

11. The apparatus according to claim 10, wherein the sensor array comprises sensors on both sides of the wheel in a longitudinal direction.

12. The apparatus according to claim 11, further comprising:

a thermometer for measuring the rail temperature.

13. The apparatus according to claim 10, further comprising:

a thermometer for measuring the rail temperature.