Stress detection tool using magnetic barkhausen noise

1. A stress detecting system operable to detect stresses in a conduit, said stress detecting system comprising:

a tool movable along a conduit and operable to generate a magnetic field;

wherein said tool is operable to sense magnetic Barkhausen noise within the conduit in response to said tool generating the magnetic field; and

wherein said stress detecting system is operable to detect a change in stress along the conduit responsive to an output of said tool indicative of the sensed magnetic Barkhausen noise.

2. The stress detecting system of claim 1 , wherein said tool comprises a magnetic element for generating the magnetic field.

3. The stress detecting system of claim 1 , wherein said tool is moved along and within the conduit.

4. The stress detecting system of claim 1 , wherein said tool generates said magnetic field and said tool senses magnetic Barkhausen noise as said tool moves along the conduit.

5. The stress detecting system of claim 1 , wherein the conduit is disposed in the ground and wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by geological changes at or near the conduit.

6. The stress detecting system of claim 5 , wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by geological changes at or near a casing that substantially encases the conduit in the ground.

7. The stress detecting system of claim 1 , wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by geological shifting at or near the conduit.

8. The stress detecting system of claim 1 , wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by geological subsidence.

9. The stress detecting system of claim 1 , wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by temperature changes at or near or in the conduit.

10. The stress detecting system of claim 1 , wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by migration of salt at or near the conduit.

11. The stress detecting system of claim 1 , wherein the conduit is disposed at an offshore platform and wherein said stress detecting system is operable to detect a change in stress along the wall of the conduit caused by at least one of water current, waves, tides and wind.

12. The stress detecting system of claim 1 , wherein said stress detecting system is operable to detect a change in stress along the conduit to determine parts of the conduit where stress is greater than at other parts of the conduit.

13. The stress detecting system of claim 1 , wherein said stress detecting system compares a stress profile of a conduit to a baseline stress profile to determine changes in stress along the conduit since the baseline stress profile was generated.

14. A method of detecting stress in a conduit, said method comprising:

providing a tool;

moving said tool along a conduit;

said tool generating a magnetic field as said tool moves along the conduit;

said tool sensing magnetic Barkhausen noise in the conduit responsive to generation of the magnetic field; and

determining stresses along the conduit responsive to an output of said tool indicative of the sensed magnetic Barkhausen noise.

15. The method of claim 14 , wherein generating a magnetic field comprises inducing a magnetic field in a wall of the conduit via a magnetic element of said tool.

16. The method of claim 14 further comprising collecting data indicative of the magnetic Barkhausen noise sensed along the conduit by said tool.

17. The method of claim 14 , wherein determining stresses along the conduit comprises (i) determining stresses along the conduit during a first pass of said tool along the conduit to generate a first stress profile of the stresses along the conduit, and (ii) determining stresses along the conduit during a second pass of said tool along the conduit to generate a second stress profile of the stresses along the conduit, and wherein said method comprises comparing the second stress profile to the first stress profile to determine changes in stresses along the conduit that occurred between the first and second pass of conduit tool along the conduit.

18. The method of claim 14 , wherein moving said tool along a conduit comprises moving said tool along and within the conduit.

19. The method of claim 14 , wherein the conduit is disposed in the ground and wherein determining stresses along the conduit comprises determining changes in stress along the conduit caused by geological changes at or near the conduit.

20. The method of claim 19 , wherein determining changes in stress along the conduit comprises determining changes in stress along the conduit caused by at least one of (i) a geological shifting at or near the conduit, (ii) geological subsidence at or near the conduit, (iii) temperature changes at or near or in the conduit and (iv) migration of salt at or near the conduit.

21. The method of claim 14 , wherein the conduit is disposed at an offshore platform and wherein determining stresses along the conduit comprises determining changes in stress along the conduit caused by at least one of water current, waves, tides and wind.

22. The method of claim 14 , wherein determining stresses along the conduit determining changes in stress along the conduit to determine parts of the conduit where stress is greater than at other parts of the conduit.