METHOD FOR DETERMINING THE STRESS FREE TEMPERATURE OF THE RAIL AND/OR THE TRACK RESISTANCE

• US 20120245908A1
• Filed: 12/03/2010
• Published: 09/27/2012
• Est. Priority Date: 12/07/2009
• Status: Abandoned Application

• Current Assignee: Eber Dynamics AB
• Original Assignee: Eber Dynamics AB
• Inventors: Berggren, Eric
• Application Number:
  US13/514,177
• Publication Number:
  US 20120245908A1
• Time in Patent Office: Days
• US Class Current: 703/2
• 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 23/047 Track or rail movements
• CPC Class Codes: E01B 35/06 for measuring irregularities in longitudinal direction

Abstract

A method and device for determining at least a first parameter of a track. The method includes providing a first track geometry quality data associated to at least one point along a rail at a first temperature, providing a second track geometry quality data associated to at least one point at a second temperature, and describing a difference between the first and second track geometry quality data using a model. The model relates the first and second track geometry quality data with associated temperatures to stress free temperature and/or track resistance, and estimates the stress free temperature and/or track resistance in at least one point based on the model.

Claims

1. Method for determining at least a first parameter of a track, comprising:

providing first track geometry quality data associated to at least one point along a rail at a first temperature,

providing second track geometry quality data associated to said at least one point at a second temperature,

describing a difference between the first and second track geometry quality data by means of a model relating the measured first and second track geometry quality data with associated measured temperatures to the unknown parameters of the model;

stress free temperature and/or track resistance, and

estimating the stress free temperature and/or track resistance in said at least one point based on the measurements and the model.

2. The method according to claim 1, wherein the track geometry data comprises lateral alignment of the rail.

3. The method according to claim 1, wherein the model is a beam model.

4. The method according to claim 3, wherein the beam model is an Euler-Bernoulli model.

5. The method according to claim 3 wherein the step of estimating stress free temperature and/or track resistance comprises numerically calculating higher derivatives of lateral alignment so as to provide beam theory equations without differentials.

6. The method according claim 1,

wherein the step of providing first track geometry quality data comprises providing a first series of track geometry quality data comprising data associated to a plurality of first measure points along the rail,

wherein the step of providing second track geometry quality data comprises providing a second series of track geometry quality data comprising data associated to a plurality of second measure points along the rail, and

further comprising a step of correlating the first series track geometry quality data with the second series track geometry quality data.

7. The method according to claim 6, comprising the steps of:

providing a measure of the first temperature at each first measure point and associating the first temperature value with the corresponding first track geometry quality data, and

providing a measure of the second temperature at each second measure point and associating the second temperature value with the corresponding second track geometry quality data.

8. The method according to claim 1, further comprising the steps of performing track buckle risk analysis based on the model.

9. The method according to claim 8, wherein the step of performing track buckle risk analysis comprises:

inserting the estimated stress free temperature and track resistance in each said at least one point in the model, and

determining the sensitivity of alignment of the rail to variation of track buckling parameters such as temperature and/or track resistance based on the model.

10. The method according to claim 2, wherein the model is a beam model.

11. The method according to claim 4, wherein the step of estimating stress free temperature and/or track resistance comprises numerically calculating higher derivatives of lateral alignment so as to provide beam theory equations without differentials.

12. The method for determining at least a first parameter of a track, comprising:

providing first track geometry quality data associated to at least one point along a rail at a first temperature,

providing second track geometry quality data associated to said at least one point at a second temperature

describing a difference between the first and second track geometry quality data by means of a model relating the measured first and second track geometry quality data with associated measured temperatures to the unknown parameters of the model;

stress free temperature and/or track resistance, and

estimating the stress free temperature and/or track resistance in said at least one point based on the measurements and the model,

wherein the step of providing first track geometry quality data comprises providing a first series of track geometry quality data comprising data associated to a plurality of first measure points along the rail,

wherein the step of providing second track geometry quality data comprises providing a second series of track geometry quality data comprising data associated to a plurality of second measure points along the rail, and

further comprising a step of correlating the first series track geometry quality data with the second series track geometry quality data.

13. The method according to claim 12, further comprising the steps of performing track buckle risk analysis based on the model.

14. The method according to claim 13, wherein the track geometry data comprises lateral alignment of the rail.

15. The method according to claim 13, wherein the model is a beam model.

16. The method according to claim 14, wherein the beam model is an Euler-Bernoulli model.

17. The method according to claim 12, wherein the step of estimating stress free temperature and/or track resistance comprises numerically calculating higher derivatives of lateral alignment so as to provide beam theory equations without differentials.

18. A device for determining at least a first parameter of a track, comprising:

a registration unit arranged to register first track geometry quality data along with associated first temperature data and second track geometry quality data along with associated second temperature data, and

processing means arranged to set up a model relating the first and second track geometry quality data with associated temperatures to stress free temperature and/or track resistance, and to estimate stress free temperature and/or track resistance in said at least one point based on the model.