ASTM A533 A533M-2009e1 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《压力容器用经回火和淬火的锰钼及锰钼镍合金.pdf

《ASTM A533 A533M-2009e1 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《压力容器用经回火和淬火的锰钼及锰钼镍合金.pdf》由会员分享，可在线阅读，更多相关《ASTM A533 A533M-2009e1 Standard Specification for Pressure Vessel Plates Alloy Steel Quenched and Tempered Manganese-Molybdenum and Manganese-Molybdenum-Nickel《压力容器用经回火和淬火的锰钼及锰钼镍合金.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A533/A533M 091Used in USDOE-NE StandardsStandard Specification forPressure Vessel Plates, Alloy Steel, Quenched andTempered, Manganese-Molybdenum and Manganese-Molybdenum-Nickel1This standard is issued under the fixed designation A533/A533M; the number immediately following the designat

2、ion indicates the 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.This standard has been approved for use by age

3、ncies of the Department of Defense.1NOTEEditorial corrections made to Table 1 in May 2011.1. Scope*1.1 This specification2covers one type of manganese-molybdenum and four types of manganese-molybdenum-nickel alloy steel plates for use in the quenched and temperedcondition for the construction of wel

4、ded pressure vessels.1.2 Material under this specification is available in fivetypes, designated “A”, “B”, “C”, “D”, and “E”. The material isalso available in three classes having the following strengthlevels.ClassTensile Strength,ksi MPa1 80100 550 to 6902 90115 620 to 7953 100125 690 to 8601.3 The

5、 maximum thickness of Class 1 and Class 2 plates islimited only by the capacity of the composition to meet thespecified mechanical property requirements; however, currentpractice normally limits the maximum thickness to 12 in. 300mm for Types A through D. Current practice limits themaximum thickness

6、 for Type E to 6 in. 150 mm for Class 1and 314 in. 80 mm for Class 2.1.4 The maximum thickness of Class 3 plates is 212 in. 65mm for Types A through D and 2 in. 50 mm for Type E.1.5 The minimum nominal thickness of plates of all classesis 0.25 in. 6.5 mm.1.6 These alloy steel plates in the as-rolled

7、 condition aresensitive to cracking during transit and handling, particularly inthicknesses over about 1 or 2 in. 25 or 50 mm. They shouldbe shipped in the as-rolled conditions only by mutual agree-ment of manufacturer and the purchaser.1.7 Plates covered by this specification are often used in theb

8、eltline region of nuclear reactor vessels where the materialproperties may be affected by high levels of radiation. Appen-dix X1 provides some information pertinent to this usage.1.8 The values stated in either inch-pound units or SI unitsare to be regarded separately as standard. Within the text, t

9、heSI units are shown in brackets. The values stated in eachsystem are not exact equivalents; therefore, each system mustbe used independently of the other. Combining values from thetwo systems may result in nonconformance with the specifi-cation.2. Referenced Documents2.1 ASTM Standards:3A20/A20M Sp

10、ecification for General Requirements forSteel Plates for Pressure VesselsA435/A435M Specification for Straight-Beam UltrasonicExamination of Steel PlatesA577/A577M Specification for Ultrasonic Angle-Beam Ex-amination of Steel PlatesA578/A578M Specification for Straight-Beam UltrasonicExamination of

11、Rolled Steel Plates for Special Applica-tions3. General Requirements and Ordering Information3.1 Material supplied to this material specification shallconform to Specification A20/A20M. These requirements out-line the testing and retesting methods and procedures, permit-ted variations in dimensions,

12、 and mass, quality and repair ofdefects, marking, loading, and ordering information.3.2 In addition to the basic requirements of this specifica-tion, certain supplementary requirements are available whenadditional control, testing, or examination is required to meet1This specification is under the j

13、urisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.11 on Steel Plates for Boilers and Pressure Vessels.Current edition approved Oct. 1, 2009. Published December 2009. Originallyapproved in 1965. Last previous edition appr

14、oved in 2004 as A533/A533M 93 (2004)1. DOI: 10.1520/A0533_A0533M-09E01.2For ASME Boiler and Pressure Vessel Code applications, see related Specifi-cation SA-533/SA-533M in Section II of that Code.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at

15、 serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959

16、, United States.end use requirements. The purchaser is referred to the listedsupplementary requirements in this specification and to thedetailed requirements in Specification A20/A20M.3.3 If the requirements of this specification are in conflictwith the requirements of Specification A20/A20M, the re

17、quire-ments of this specification shall prevail.4. Manufacture4.1 Steelmaking PracticeThe steel shall be killed andshall conform to the fine austenitic grain requirement ofSpecification A20/A20M.5. Heat Treatment5.1 All plates shall be heat treated by heating to a suitabletemperature within the rang

18、e from 1550 to 1800F 845 to980C, holding for a sufficient time to obtain uniform tem-perature throughout the plate thickness and then quenching, inwater. Subsequently the plates shall be tempered at a suitabletemperature to produce the specified properties, but not lessthan 1100F 595C with a minimum

19、 holding time of12 h/in.1.2 min/mm of thickness, but not less than12 h.5.2 When the plates are heat treated by the fabricator, itshall be his responsibility to apply the proper heat treatmentand to conduct tests he deems necessary to assure that thespecified properties are attained. Plates thicker t

20、han 2 in. 50mm shall be stress-relieved by the manufacturer prior toshipment at a temperature no lower than 1100F 595C.6. Chemical Requirements6.1 The steel shall conform to the chemical requirementsshown in Table 1 unless otherwise modified in accordance withSupplementary Requirement S17, Vacuum Ca

21、rbon-DeoxidizedSteel, in Specification A20/A20M.7. Mechanical Requirements7.1 Tension Test Requirements:7.1.1 The material as represented by the tension-test speci-mens shall conform to the requirements shown in Table 2.7.1.2 For nominal plate thicknesses of34 in. 20 mm andunder, the 112-in. 40 mm w

22、ide rectangular specimen may beused, and the elongation may be determined in a 2-in. 50-mmgage length that include the fracture and that shows the greatestelongation.8. Keywords8.1 alloy steel; alloy steel plate; pressure containing parts;pressure vessel steels; steel plates; steel plates for pressu

23、revesselsSUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the order.Alist of standardized supplementary requirements for use at the option of the purchaser are includedin Specification A20/A20M. Several of those considered suitable for use with this specificat

24、ion arelisted below by title. Other tests may be performed by agreement between the supplier and thepurchaser.S1. Vacuum Treatment,S2. Product Analysis,S3. Simulated Post-Weld Heat Treatment of MechanicalTest Coupons,S4.2 Additional Tension Test,S5. Charpy V-Notch Impact Test,S6. Drop Weight Test (f

25、or Material 0.625 in. 16 mm andover in Thickness),S7. High-Temperature Tension Test,S8. Ultrasonic Examination in accordance with Specifica-tion A435/A435M,S9. Magnetic Particle Examination,TABLE 1 Chemical RequirementsNOTE 1Where “.” appears there is no requirement.Composition, %Type A Type B Type

26、C Type D Type ECarbon, maxAManganese:B0.25 0.25 0.25 0.25 0.20Heat analysisProduct analysis1.151.501.071.621.151.501.071.621.151.501.071.621.151.501.071.621.151.701.041.84Phosphorus, maxASulfur, maxASilicon:0.0250.0250.0250.0250.0250.0250.0250.0250.0200.015Heat analysisProduct analysisMolybdenum:0.1

27、50.400.130.450.150.400.130.450.150.400.130.450.150.400.130.450.150.400.130.45Heat analysisProduct analysisNickel:0.450.600.410.640.450.600.410.640.450.600.410.640.450.600.410.640.250.600.210.64Heat analysisProduct analysis.0.400.700.370.730.701.000.671.030.200.400.170.430.601.000.571.03Chromium, max

28、:Heat analysisProduct analysis.0.600.64AApplies to both heat and product analyses.BFor Types A, B, C, and D, the maximum manganese content may be increasedto 1.60 % on heat analysis and 1.65 % on product analysis when Class 2 or Class3 properties are specified and when Supplementary Requirement S3 (

29、seeSpecification A20/A20M) is specified with a total holding time of more than 1 h/in.2.4 min/mm of thickness. Chromium information added editorially.TABLE 2 Tensile RequirementsClass 1 Class 2 Class 3ksi MPa ksi MPa ksi MPaTensile strengthYield strength, min80100 55069050 34590115 62079570 48510012

30、5 69086083 570Elongation in 2 in.50 mm, min, %A18 16 16ASee Specification A20/A20M for elongation adjustment.A533/A533M 0912S11. Ultrasonic Examination in accordance with Specifica-tion A577/A577M,S12. Ultrasonic Examination in accordance with Specifica-tion A578/A578M,S17. Vacuum Carbon-Deoxidized

31、Steel, andS19. Restricted Chemical Requirements.ADDITIONAL SUPPLEMENTARY REQUIREMENTSAlso listed below is additional optional Supplementary Requirements S53, which is suitable for thisspecification.S53.S53.1 When specified by the purchaser, the axis of thetensile and impact test specimens shall come

32、 from the mid-thickness of each plate tested, in lieu of midway between thecenter thickness and the top or bottom surface of the plate.APPENDIX(Nonmandatory Information)X1. NUCLEAR REACTOR BELTLINE CONSIDERATIONSRESIDUAL ELEMENTSX1.1 Reactor design requires review and control of residualelements tha

33、t affect the material properties. Copper and phos-phorus are limited to levels determined by the total fluence tobe encountered during plant life. Vanadium and sulfur canaffect the upper energy shelf level. In the case of sulfur, controlof this element or its morphology in the plate, or both, mayoff

34、er alternative means of control. The limits required shall bespecified in the ordering data. The following table itemizescurrently available commercial limits for the referenced ele-ments:Element Heat Analysis, % Product Analysis, %Copper 0.10 0.12Phosphorus 0.012 0.015Sulfur 0.010 0.013Vanadium 0.0

35、3 0.04SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A533/A533M 93 (2004)1) that may impact the use of this standard. (Approved Oct. 1, 2009.)(1) Type E has been added to this specification.(2) Section 1 revised to reflect new Ty

36、pe E and 1.6 reworded.(3) Section 3 editorially revised to be consistent with otherpressure vessel specifications.(4) 5.2 changed to reflect best practice for handling unheattreated plates.(5) Table 1 revised to add Type E, Note 1, and changes in Pand S to reflect current practices.(6) Appendix X1 r

37、evised to reflect current available practices.(7) Additional Supplementary Requirement S53 added.A533/A533M 0913ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advis

38、ed that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either r

39、eapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If

40、you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individu

41、al reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).A533/A533M 0914