High strength and toughness steel structures by friction stir welding

• US 20100136369A1
• Filed: 11/17/2009
• Published: 06/03/2010
• Est. Priority Date: 11/18/2008
• Status: Abandoned Application

• Current Assignee: ExxonMobil Research & Engineering Company (Exxon Mobil Corporation)
• Original Assignee: ExxonMobil Research & Engineering Company (Exxon Mobil Corporation)
• Inventors: Fairchild, Douglas Paul, Ayer, Raghavan, Ozekcin, Adnan, Ford, Steven Jeffrey, Jin, Hyun-Woo
• Application Number:
  US12/590,956
• Publication Number:
  US 20100136369A1
• Time in Patent Office: Days
• US Class Current: 428/683
• CPC Class Codes: B23K 20/1225 Particular aspects of welding with a non-consumable tool
• CPC Class Codes: B23K 2103/04 Steel or steel alloys
• CPC Class Codes: B23K 2103/05 Stainless steel
• CPC Class Codes: C22C 38/001 containing N
• CPC Class Codes: C22C 38/02 containing silicon
• CPC Class Codes: C22C 38/06 containing aluminium
• CPC Class Codes: C22C 38/44 with molybdenum or tungsten
• CPC Class Codes: C22C 38/48 with niobium or tantalum
• CPC Class Codes: C22C 38/50 with titanium or zirconium
• CPC Class Codes: C22C 38/54 with boron
• CPC Class Codes: C22C 38/58 with more than 1.5% by weight of manganese
• CPC Class Codes: Y10T 428/12965 Both containing 0.01-1.7% carbon [i.e., steel]

Abstract

Provided are steel structures methods of making such steel structures including structural steel components bonded by friction stir weldments with advantageous microstructures to yield improved weldment strength and weldment toughness. In one form of the present disclosure, the steel structure includes: two or more structural steel components produced by conventional melting or secondary refining practices and friction stir weldments bonding faying surfaces of the components together, wherein the chemistry and grain size of the starting structural steel satisfies one or more of the following criteria: a) 0.02 wt %<Ti+Nb<0.12 wt %, b) 0.7<Ti/N<3.5, c) 0.5 wt %<Mo+W+Cr+Cu+Co+Ni<1.75 wt %, d) 0.01 wt %<TiN+NbC+TiO/MgO<0.1 wt %, e) average grain size of at least 2 microns, wherein the friction stir weldments have a prior austenite grain size of between 5 and 60 microns and less than 50 vol % of martensite-austenite constituent, and wherein the friction stir weldment strength is greater than the starting structural steel and the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0° C. is greater than or equal to 0.05 mm or by the Charpy V-notch impact test at less than or equal to 0° C. is greater than 40 J. The steel structures find application in linepipe for oil and gas production.

Claims

1. A steel structure comprising:

two or more structural steel components produced by conventional melting or secondary refining practices and friction stir weldments bonding faying surfaces of the components together,

wherein the chemistry and grain size of the starting structural steel satisfies one or more of the following criteria;

a) 0.02 wt %<

Ti+Nb<

0.12 wt %,

b) 0.7<

Ti/N<

3.5,

c) 0.5 wt %<

Mo+W+Cr+Cu+Co+Ni<

1.75 wt %,

d) 0.01 wt %<

TiN+NbC+TiO/MgO<

0.1 wt %,

e) average grain size of at least 2 microns,

wherein the friction stir weldments have a prior austenite grain size of between 5 and 60 microns and less than 50 vol % of martensite-austenite constituent, and

wherein the friction stir weldment strength is greater than the starting structural steel and the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0°

C. is greater than or equal to 0.05 mm or by the Charpy V-notch impact test at less than or equal to 0°

C. is greater than 40 J.

2. The steel structure of claim 1, wherein the starting structural steel includes less than 100 ppm of sulfur and less than 150 ppm of phosphorous.

3. The steel structure of claim 2, wherein the starting structural steel includes less than 50 ppm of sulfur and less than 75 ppm of phosphorous.

4. The steel structure of claim 1, wherein the starting structural steel includes pearlite at less than 25 vol %.

5. The steel structure of claim 4, wherein the starting structural steel includes pearlite at less than 15 vol %.

6. The steel structure of claim 1, wherein the friction stir weldments have a prior austenite grain size of between 5 and 40 microns and less than 25 vol % of martensite-austenite constituent.

7. The steel structure of claim 6, wherein the friction stir weldments have a prior austenite grain size of between 5 and 20 microns and less than 10 vol % of martensite-austenite constituent.

8. The steel structure of claim 1, wherein the two or more structural steel components are API (American Petroleum Institute) Pipe Specification 5L pipe grades chosen from X50, X52, X60, X65, X70, X80, X90, X100 and X120.

9. The steel structure of claim 1, wherein the two or more structural steel components are plain carbon and alloy steels chosen from AISI grades 1010, 1020, 1040, 1080, 1095, A36, A516, A440, A633, A656, 4063, 4340, 6150, and ASTM grades A285, A387, A515, A516, A517.

10. The steel structure of claim 1, wherein the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0°

C. is greater than or equal to 0.1 mm.

11. The steel structure of claim 10, wherein the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0°

C. is greater than or equal to 0.2 mm.

12. The steel structure of claim 1, wherein the friction stir weldment toughness as measured by the Charpy V-notch impact test at less than or equal to 0°

C. is greater than 75 J.

13. The steel structure of claim 12, wherein the friction stir weldment toughness as measured by the Charpy V-notch impact test at less than or equal to 0°

C. is greater than 150 J.

14. The steel structure of claim 1, wherein the starting structural steel further includes from 5 ppm to 50 ppm of boron.

15. The steel structure of claim 1, wherein the starting structural steel includes less than 100 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

16. The steel structure of claim 15, wherein the starting structural steel includes less than 50 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

17. The steel structure of claim 16, wherein the starting structural steel includes less than 20 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

18. A method for welding structural steel comprising:

providing two or more structural steel components produced by conventional melting or secondary refining practices, wherein the chemistry and grain size of the starting structural steel satisfies one or more of the following criteria;

a. 0.02 wt %<

Ti+Nb<

0.12 wt %,

b. 0.7<

TUN<

3.5,

c. 0.5 wt %<

Mo+W+Cr+Cu+Co+Ni<

1.75 wt %,

d. 0.01 wt %<

TiN+NbC+TiO/MgO<

0.1 wt %,

e. average grain size of at least 2 microns,

subjecting the faying surfaces of the structural steel components to be welded to friction stir welding under conditions sufficient to form friction stir weldments,

wherein the friction stir weldments have a prior austenite grain size of between 5 and 60 microns and less than 50 vol % of martensite-austenite constituent, and

wherein the friction stir weldment strength is greater than starting structural steel and the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0°

C. is greater than or equal to 0.05 mm or by the Charpy V-notch impact test at less than or equal to 0°

C. is greater than 40 J.

19. The method of claim 18, wherein the starting structural steel includes less than 100 ppm of sulfur and less than 150 ppm of phosphorous.

20. The method of claim 19, wherein the starting structural steel includes less than 50 ppm of sulfur and less than 75 ppm of phosphorous.

21. The method of claim 18, wherein the starting structural steel includes pearlite at less than 25 vol %.

22. The method of claim 21, wherein the starting structural steel includes pearlite at less than 15 vol %.

23. The method of claim 18, wherein the conditions sufficient to form friction stir weldments are chosen from at least one of the temperature of the stir zone during welding, time spent at the temperature of the stir zone during welding, welding travel speed of the friction stir weld tool, the rotational speed of the friction stir weld tool, the torsion loads applied to the friction stir weld tool, the down force load or the translational load on the friction stir weld tool, and the cooling rate of the weldment.

24. The method of claim 23, wherein the welding travel speed of the friction stir weld tool ranges from 1 to 30 inches per minute.

25. The method of claim 24, wherein the welding travel speed of the friction stir weld tool ranges from 10 to 30 inches per minute.

26. The method of claim 25, wherein the welding travel speed of the friction stir weld tool ranges from 15 to 30 inches per minute.

27. The method of claim 23, wherein the rotational speed of the friction stir weld tool ranges from 100 to 800 rpm.

28. The method of claim 27, wherein the rotational speed of the friction stir weld tool ranges from 100 to 500 rpm.

29. The method of claim 28, wherein the rotational speed of the friction stir weld tool ranges from 100 to 200 rpm.

30. The method of claim 23, wherein the down force load or the translational load on the friction stir weld tool is greater than or equal to 1000 lb_f and less than or equal to 25,000 lb_f.

31. The method of claim 23, wherein the cooling rate of the weldment ranges from 10°

C. per second to 400°

C. per second.

32. The method of claim 18, wherein the friction stir weldments have a prior austenite grain size of between 5 and 20 microns and less than 10 vol % of martensite-austenite constituent.

33. The method of claim 18, wherein the two or more structural steel components are API (American Petroleum Institute) Pipe Specification 5L pipe grades chosen from X50, X52, X60, X65, X70, X80, X90, X100 and X120.

34. The method of claim 18, wherein the two or more structural steel components are plain carbon and alloy steels chosen from AISI grades 1010, 1020, 1040, 1080, 1095, A36, A516, A440, A633, A656, 4063, 4340, 6150, and ASTM grades A285, A387, A515, A516, A517.

35. The method of claim 18, wherein the friction stir weldment toughness as measured by the crack tip opening displacement test at less than or equal to 0°

C. is greater than or equal to 0.2 mm.

36. The method of claim 18, wherein the friction stir weldment toughness as measured by the Charpy V-notch impact test at less than or equal to 0°

C. is greater than 150 J.

37. The method of claim 18 wherein the starting structural steel further includes from 5 ppm to 50 ppm of boron.

38. The method of claim 18, wherein the starting structural steel includes less than 100 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

39. The method of claim 38, wherein the starting structural steel includes less than 50 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

40. The method of claim 39, wherein the starting structural steel includes less than 20 non-metallic inclusions per square millimeter of an average size of 0.5 microns or larger.

41. The method of claim 23, wherein the grain coarsening temperature differential is less than or equal to 400°

C.

42. The method of claim 41, wherein the grain coarsening temperature differential is less than or equal to 300°

C.

43. The method of claim 42, wherein the grain coarsening temperature differential is less than or equal to 200°

C.

44. The method of claim 43, wherein the grain coarsening temperature differential is less than or equal to 100°

C.

45. The method of claim 41, wherein the time at the grain coarsening temperature differential is less than or equal to 10 seconds.

46. The method of claim 42, wherein the time at the grain coarsening temperature differential is less than or equal to 8 seconds.

47. The method of claim 43, wherein the time at the grain coarsening temperature differential is less than or equal to 6 seconds.

48. The method of claim 44, wherein the time at the grain coarsening temperature differential is less than or equal to 2 seconds.