ASTM A333 A333M-2015 Standard Specification for Seamless and Welded Steel Pipe for Low-Temperature Service and Other Applications with Required Notch Toughness《低温服务和具有所需缺口韧性的其他应用的无.pdf

1、Designation: A333/A333M 13A333/A333M 15Standard Specification forSeamless and Welded Steel Pipe for Low-TemperatureService and Other Applications with Required NotchToughness1This standard is issued under the fixed designation A333/A333M; the number immediately following the designation indicates th

2、e yearof original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification2 covers nominal (average) wall

3、 seamless and welded carbon and alloy steel pipe intended for use at lowtemperatures and in other applications requiring notch toughness. Several grades of ferritic steel are included as listed in Table 1.Some product sizes may not be available under this specification because heavier wall thickness

4、es have an adverse effect on impactproperties.1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the SI unitsare shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be use

5、dindependently of the other. Combining values from the two systems may result in non-conformance with the standard. Theinch-pound units shall apply unless the “M” designation of this specification is specified in the order.NOTE 1The dimensionless designator NPS (nominal pipe size) has been substitut

6、ed in this standard for such traditional terms as “nominal diameter,”“size,” and “nominal size.”2. Referenced Documents2.1 ASTM Standards:3A370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA999/A999M Specification for General Requirements for Alloy and Stainless Steel PipeA67

7、1 Specification for Electric-Fusion-Welded Steel Pipe for Atmospheric and Lower TemperaturesE23 Test Methods for Notched Bar Impact Testing of Metallic MaterialsE165 Practice for Liquid Penetrant Examination for General IndustryE709 Guide for Magnetic Particle Testing2.2 ASME Boiler and Pressure Ves

8、sel Code:4Section VIIISection IX3. Ordering Information3.1 Orders for material under this specification should include the following, as required, to describe the material adequately:3.1.1 Quantity (feet, centimetres, or number of lengths),3.1.2 Name of material (seamless or welded pipe),3.1.3 Grade

9、 (Table 1),3.1.4 Size (NPS or outside diameter and schedule number of average wall thickness),3.1.5 Lengths (specific or random) (Section 9), (see the Permissible Variations in Length section of Specification A999/A999M),3.1.6 End finish (see the Ends section of Specification A999/A999M),1 This spec

10、ification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.10on Stainless and Alloy Steel Tubular Products.Current edition approved June 1, 2013Nov. 1, 2015. Published November 2013December 2015. Originall

11、y approved in 1950. Last previous edition approved in 20112013as A333/A333M11.13. DOI: 10.1520/A0333_A0333M-13.10.1520/A0333_A0333M-15.2 For ASME Boiler and Pressure Vessel Code applications see related Specification SA-333 in Section II of that Code.3 For referencedASTM standards, visit theASTM web

12、site, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.4 Available from American Society of Mechanical Engineers (ASME), ASME International Headquarters, Two Park Av

13、e., New York, NY 10016-5990, http:/www.asme.org.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurate

14、ly, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Dri

15、ve, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.7 Optional requirements, (see the Heat Analysis requirement in the Chemical Composition section of A999/A999M, theRepair by Welding section, and the section on Nondestructive Test Requirements),3.1.8 Test report required, (see the

16、Certification section of Specification A999/A999M),3.1.9 Specification designation, and3.1.10 Special requirements or exceptions to this specification.3.1.11 Supplementary requirements, if any (subsize impact specimens, pipe for hydrofluoric acid alkylation service).4. Materials and Manufacture4.1 M

17、anufactureExcept as provided in paragraph 4.2, the pipe shall be made by the seamless or welding process with theaddition of no filler metal in the welding operation. Grade 4 shall be made by the seamless process.NOTE 2For electric-fusion-welded pipe, with filler metal added, fabricated of pressure

18、vessel quality plates, see Specification A671.4.2 Grade 11 pipe may be produced by welding with or without the addition of filler metal. The following requirements shallapply for Grade 11 welded with the addition of filler metal.4.2.1 The joints shall be full-penetration, full fusion double-welded o

19、r single-welded butt joints employing fusion weldingprocesses as defined in “Definitions,” ASME Boiler and Pressure Vessel Code, Section IX. This specification makes no provisionfor any difference in weld quality requirements regardless of the weld joint type employed (single or double) in making th

20、e weld.Where backing strips are employed, the ring or strip material shall be the same as the plate being joined. Backing rings or stripsshall be completely removed after welding, prior to any required radiography, and the exposed weld surface shall be examinedvisually for conformance to the require

21、ments of 4.2.2. Welds made by procedures employing backing strips or rings which remainin place are prohibited. Welding procedures and welding operators shall be qualified in accordance withASME Boiler and PressureVessel Code, Section IX.4.2.2 The weld surface on either side of the weld may be flush

22、 with the base plate or may have a reasonably uniform crown,not to exceed 18 in. 3 mm. Any weld reinforcement may be removed at the manufacturers option or by agreement between themanufacturer and purchaser. The contour of the reinforcement shall be reasonably smooth and free from irregularities. Th

23、edeposited metal shall be fused uniformly into the plate surface. No concavity of contour is permitted unless the resulting thicknessof weld metal is equal to or greater than the minimum thickness of the adjacent base metal.4.2.3 Radiographic ExaminationAll welded joints shall be fully radiographed

24、in accordance with the requirements of theASME Boiler and Pressure Vessel Code, Section VIII, Division 1, latest edition, paragraph UW-51.4.2.3.1 As an alternative, the welded joints may be ultrasonically examined in accordance with Appendix 12 of the ASMEBoiler and Pressure Vessel Code, Section VII

25、I, Division 1.4.2.4 Repair WeldingWeld metal defects shall be repaired by removal to sound metal and repair welding if approved by thepurchaser.4.2.4.1 The repair shall be blended smoothly into the surrounding base metal surface and examined by the magnetic particleexamination in accordance with Pra

26、ctice E709, or by the liquid penetrant method in accordance with Practice E165.4.2.4.2 Each repair weld of a cavity where the cavity, before repair welding, has a depth exceeding the lesser of 38 in. 9.5 mmor 10.5 % of the nominal thickness shall be radiographically examined as required for the orig

27、inal welds.4.2.5 Transverse Tension TestOne test shall be made to represent each lot (Note 3) of finished pipe. The test specimens shallbe taken across the welded joint. The tension test results of the welded joints shall conform to the tensile properties for Grade 11in Table 2.TABLE 1 Chemical Requ

28、irementsElement Composition, %Grade 1A Grade 3 Grade 4 Grade 6A Grade 7 Grade 8 Grade 9 Grade 10 Grade 11Carbon, max 0.30 0.19 0.12 0.30 0.19 0.13 0.20 0.20 0.10Manganese 0.401.06 0.310.64 0.501.05 0.291.06 0.90 max 0.90 max 0.401.06 1.151.50 0.60 maxPhosphorus,max0.025 0.025 0.025 0.025 0.025 0.025

29、 0.025 0.035 0.025Sulfur, max 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.015 0.025Silicon .B 0.180.37 0.080.37 0.10 min 0.130.32 0.130.32 . 0.100.35 0.35 maxNickel . 3.183.82 0.470.98 0.40 max 2.032.57 8.409.60 1.602.24 0.25 max 35.037.0Chromium . . 0.441.01 0.30 max . . . 0.15 max 0.50 maxCopper .

30、 . 0.400.75 0.40 max . . 0.751.25 0.15 max .Aluminum . . 0.040.30 . . . . 0.06 max .Vanadium, max . . . 0.08 . . . 0.12 .Columbium,max. . . 0.02 . . . 0.05 .Molybdenum,max. . . 0.12 . . . 0.05 0.50 maxCobalt . . . . . . . . 0.50 maxA For each reduction of 0.01 % carbon below 0.30 %, an increase of 0

31、.05 % manganese above 1.06 % would be permitted to a maximum of 1.35 % manganese.B Where an ellipsis (.) appears in this table, there are no reporting requirements for those elements.A333/A333M 1524.2.5.1 The test specimens shall be taken from the end of the finished pipe. As an alternative, the ten

32、sion test specimens maybe taken from a welded prolongation of the same material as the pipe, which is attached to the end of the pipe and welded as aprolongation of the pipe longitudinal seam.TABLE 2 Tensile RequirementsGrade 1 Grade 3 Grade 4 Grade 6 Grade 7 Grade 8 Grade 9 Grade 10 Grade 11psi MPa

33、 psi MPa psi MPa psi MPa psi MPa psi MPa psi MPa psi MPa psi MPaTensile strength, minYield strength, min55 00030 00038020565 00035 00045024060 00035 00041524060 00035 00041524065 00035 000450240100 00075 00069051563 00046 00043531580 00065 00055045065 00035 000450240Longi-tudinalTrans-verseLongi-tud

34、inalTrans-verseLongi-tudinalTrans-verseLongi-tudinalTrans-verseLongi-tudinalTrans-verseLongi-tudinalTrans-verseLongi-tudinalTrans-verseLongi-tudinalTrans-verseLongi-tudinalElongation in 2 in. or 50mm, (or 4D), min, %:Basic minimumelongation for walls 516in. 8 mm and over inthickness, strip tests,and

35、 for all small sizestested in full section35 25 30 20 30 16.5 30 16.5 30 22 22 . 28 . 22 . 18AWhen standard round2-in. or 50-mm gagelength or proportionallysmaller size testspecimen with the gagelength equal to 4D (4times the diameter) isused28 20 22 14 22 12 22 12 22 14 16 . . . 16 . .For strip tes

36、ts, adeduction for each 132in. 0.8 mm decrease inwall thickness below 516in. 8 mm from thebasic minimumelongation of thefollowing percentage1.75B 1.25B 1.50B 1.00B 1.50B 1.00B 1.50B 1.00B 1.50B 1.00B 1.25B . 1.50B . 1.25B . . . .Wall Thickness Elongation in 2 in. or 50 mm, min, %CGrade 1 Grade 3 Gra

37、de 4 Grade 6 Grade 7 Grade 8 Grade 9 Grade 10in. mm Longi- Trans- Longi- Trans- Longi- Trans- Longi- Trans- Longi- Trans- Longi- Trans- Longi- Trans- Longi- Trans-tudinal verse tudinal verse tudinal verse tudinal verse tudinal verse tudinal verse tudinal verse tudinal verse516 (0.312) 8 35 25 30 20

38、30 16 30 16 30 22 22 . 28 . 22 .932 (0.281) 7.2 33 24 28 19 28 15 28 15 28 21 21 . 26 . 21 .14 (0.250) 6.4 32 23 27 18 27 15 27 15 27 20 20 . 25 . 20 .732 (0.219) 5.6 30 . 26 . 26 . 26 . 26 . 18 . 24 . 18 .316 (0.188) 4.8 28 . 24 . 24 . 24 . 24 . 17 . 22 . 17 .532 (0.156) 4 26 . 22 . 22 . 22 . 22 .

39、16 . 20 . 16 .18 (0.125) 3.2 25 . 21 . 21 . 21 . 21 . 15 . 19 . 15 .332 (0.094) 2.4 23 . 20 . 20 . 20 . 20 . 13 . 18 . 13 .116 (0.062) 1.6 21 . 18 . 18 . 18 . 18 . 12 . 16 . 12 .A Elongation of Grade 11 is for all walls and small sizes tested in full section.B The following table gives the calculate

40、d minimum values.C Calculated elongation requirements shall be rounded to the nearest whole number.NoteThe preceding table gives the computed minimum elongation values for each 132-in. 0.80-mm decrease in wall thickness. Where the wall thickness lies betweentwo values shown above, the minimum elonga

41、tion value is determined by the following equation:Grade Direction of Test Equation1 Longitudinal E = 56 t + 17.50 E = 2.19t + 17.50Transverse E = 40 t + 12.50 E = 1.56t + 12.503 Longitudinal E = 48 t + 15.00 E = 1.87t + 15.00Transverse E = 32 t + 10.00 E = 1.25t + 10.004 Longitudinal E = 48 t + 15.

42、00 E = 1.87t + 15.00Transverse E = 32 t + 6.50 E = 1.25 t+ 6.506 Longitudinal E = 48 t + 15.00 E = 1.87t + 15.00Transverse E = 32 t + 6.50 E = 1.25 t + 6.507 Longitudinal E = 48 t + 15.00 E = 1.87t + 15.00Transverse E = 32 t + 11.00 E = 1.25t + 11.008 and 10 Longitudinal E = 40t + 9.50 E = 1.56t + 9

43、.509 Longitudinal E = 48 t + 13.00 E = 1.87 t + 13.00where:E = elongation in 2 in. or 50 mm, in %, andt = actual thickness of specimen, in. mm.A333/A333M 1534.2.5.2 The test specimens shall be in accordance with Section IX, Part QW, paragraph QW-150 of the ASME Boiler andPressure Vessel Code and sha

44、ll be one of the types shown in QW-462.1 of that code. The tension test specimen may be flattenedcold before final machining to size.4.2.6 Transverse Guided-Bend Weld TestOne transverse guided bend test (two specimens) shall be made to represent each lot(Note 3) of finished pipe.4.2.6.1 The two bend

45、 test specimens shall be taken from the weld at the end of the finished pipe.As an alternative, by agreementbetween the purchaser and the manufacturer, the test specimens may be taken from a test plate of the same material as the pipe,the test plate being attached to the end of the pipe and welded a

46、s a prolongation of the pipe longitudinal seam.4.2.6.2 The bend test shall be in accordance with QW-160 of Section IX of the ASME Boiler and Pressure Vessel Code.4.2.7 Charpy V-notch Impact TestsImpact tests on welded joints shall include tests on weld metal and heat affected zones andshall meet the

47、 same requirements as the base metal. (See Tables 3 and 4).4.2.7.1 Each set of weld metal impact test specimens shall be taken across the weld with the notch in the weld metal. Each testspecimen shall be oriented so that the notch is normal to the surface of the material and one face of the specimen

48、 shall be within116 in. 1.5 mm of the surface of the material.4.2.7.2 Each set of heat affected zone impact test specimens shall be taken across the weld and of sufficient length to locate,after etching, the notch in the heat affected zone. The notch shall be cut approximately normal to the surface

49、of the material in sucha manner as to include as much heat affected zone material as possible in the resulting fracture.NOTE 3The term “lot” applies to all pipe (may include more than one heat of steel) within a 316 in. 4.7 mm range of thickness and welded to theweld procedure, and when heat treated, done to the same heat-treating procedure and in the same furnace. The maximum lot size shall be 200 linear ft60 m of pipe.4.3 Heat Treatment:4.3.1 All seamless and welded pipe, other tha