ASTM A572 A572M-2018 Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel《高强度低合金铌-钒结构钢的标准规格》.pdf

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1、Designation: A572/A572M 15A572/A572M 18 American Association StateHighway and TransportationOfficals StandardAASHTO No.: M223Standard Specification forHigh-Strength Low-Alloy Columbium-Vanadium StructuralSteel1This standard is issued under the fixed designation A572/A572M; the number immediately fol

2、lowing the designation 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 appr

3、oved for use by agencies of the U.S. Department of Defense.1. Scope*1.1 This specification covers five grades of high-strength low-alloy structural steel shapes, plates, sheet piling, and bars. Grades42 290, 50 345, and 55 380 are intended for riveted, bolted, or welded structures. Grades 60 415 and

4、 65 450 are intendedfor riveted or bolted construction of bridges, or for riveted, bolted, or welded construction in other applications.1.2 For applications, such as welded bridge construction, where notch toughness is important, notch toughness requirements areto be negotiated between the purchaser

5、 and the producer.1.3 Specification A588/A588M shall not be substituted for Specification A572/A572M without agreement between thepurchaser and the supplier.1.4 The use of columbium, vanadium, titanium, nitrogen, or combinations thereof, within the limitations noted in Section 5, isrequired; the sel

6、ection of type (1, 2, 3, or 5) is at the option of the producer, unless otherwise specified by the purchaser. (SeeSupplementary Requirement S90.)1.5 The maximum thicknesses available in the grades and products covered by this specification are shown in Table 1.1.6 When the steel is to be welded, a w

7、elding procedure suitable for the grade of steel and intended use or service is to beutilized. See Appendix X3 of Specification A6/A6M for information on weldability.1.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI unitsa

8、re shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be usedindependently of the other, without combining values in any way.1.8 The text of this specification contains notes or footnotes, or both, that provide explanatory material. Such notes

9、 andfootnotes, excluding those in tables and figures, do not contain any mandatory requirements.1.9 For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additionalrequirements, including additional testing requirements and the reporting o

10、f additional tests, of Specification A6/A6M apply.1.10 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby th

11、e World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet PilingA36/A36M Specification for Carbon Structural SteelA514/A514M Specification

12、 for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.02on Structural Steel for Bridges, Buildings, Ro

13、lling Stock and Ships.Current edition approved March 1, 2015May 1, 2018. Published March 2015May 2018. Originally approved in 1966. Last previous edition approved in 20132015 asA572/A572M 13a.A572/A572M 15. DOI: 10.1520/A0572_A0572M-15.10.1520/A0572_A0572M-18.2 For referencedASTM standards, visit th

14、eASTM website, 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.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an

15、 indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to

16、 be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1A588/A588M Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi

17、345 MPa Minimum Yield Point, withAtmospheric Corrosion Resistance3. General Requirements for Delivery3.1 Structural products furnished under this specification shall conform to the requirements of the current edition ofSpecification A6/A6M, for the specific structural product ordered, unless a confl

18、ict exists in which case this specification shallprevail.3.2 Coils are excluded from qualification to this specification until they are processed into a finished structural product.Structural products produced from coil means structural products that have been cut to individual lengths from a coil.

19、Theprocessor directly controls, or is responsible for, the operations involved in the processing of a coil into a finished structuralTABLE 1 Maximum Product Thickness or SizeGradeYield Point, min Maximum Thickness or SizeZees and RolledTeesksi MPa Plates and BarsStructural ShapeFlange or LegThicknes

20、s Sheet Pilingin. mm in. mm42 290A 42 290 6 150 all all all all50 345A 50 345 4B 100B all all all all55 380 55 380 2 50 all all all all60 415A 60 415 114C 32C 2 50 all all65 450 65 450 114 32 2 50 not available all65 450 65 450 114 32 2 50 all allA In the above tabulation, Grades 42, 50, and 60 290,

21、 345, and 415, are the yield point levels most closely approximating a geometric progression pattern between 36ksi 250 MPa, min, yield point steels covered by Specification A36/A36M and 100 ksi 690 MPa, min, yield strength steels covered by Specification A514/A514M.B Round bars up to and including 1

22、1 in. 275 mm in diameter are permitted.C Round bars up to and including 312 in. 90 mm in diameter are permitted.TABLE 2 Chemical RequirementsA(Heat Analysis)Diameter, Thickness,or DistanceBetween ParallelFaces, in. mmPlates and BarsStructuralShapeFlange orLegThickness,in. mmGrade Carbon,max, % Manga

23、nese,Bmax, % Phosphorus,Imax, %Sulfur,Imax,%SiliconPlates to 112 in.40 mm Thick,Shapes withFlange or LegThickness to 3 in.75 mm inclusive,Sheet Piling,Bars, Zees, andRolled TeesCPlates Over 112 in.40 mm Thick andShapes with FlangeThicknessOver 3 in.75 mmmax, % range, %6 150 all 42 290 0.21 1.35D 0.0

24、30 0.030 0.40 0.150.404 100E all 50 345 0.23 1.35D 0.030 0.030 0.40 0.150.402 50F all 55 380 0.25 1.35D 0.030 0.030 0.40 0.15-0.40114 32F #2 50 60 415 0.26 1.35D 0.030 0.030 0.40 G12 114 1332 12255065 450 0.23 1.65 0.030 0.030 0.40 G#12 13H # 1 65 450 0.26 1.35 0.030 0.030 0.40 G#12 13H # 1 65 450 0

25、.26 1.35D 0.030 0.030 0.40 GA Copper when specified shall have a minimum content of 0.20 % by heat analysis (0.18 % by product analysis).B Manganese, minimum, by heat analysis of 0.80 % (0.75 % by product analysis) shall be required for all plates over 38 in. 10 mm in thickness; a minimum of 0.50 %(

26、0.45 % by product analysis) shall be required for plates 38 in. 10 mm and less in thickness, and for all other products. The manganese to carbon ratio shall not be lessthan 2 to 1.C Bars over 112 in. 40 mm in diameter, thickness, or distance between parallel faces shall be made by a killed steel pra

27、ctice.D For each reduction of 0.01 percentage point below the specified carbon maximum, an increase of 0.06 percentage point manganese above the specified maximum ispermitted, up to a maximum of 1.60 %.E Round bars up to and including 11 in. 275 mm in diameter are permitted.F Round bars up to and in

28、cluding 312 in. 90 mm in diameter are permitted.G The size and grade is not described in this specification.H An alternative chemical requirement with a maximum carbon of 0.21 % and a maximum manganese of 1.65 % is permitted, with the balance of the elements as shownin Table 2.I A maximum phosphorus

29、 content of 0.04 % and a maximum sulfur content of 0.05 % are permitted for the following materials: Structural shapes Sheet piling Bars Plates with widths up to and including 15 in. 380 mmA572/A572M 182product. Such operations include decoiling, leveling or straightening, hot-forming or cold-formin

30、g (if applicable), cutting to length,testing, inspection, conditioning, heat treatment (if applicable), packaging, marking, loading for shipment, and certification.NOTE 1For structural products produced from coil and furnished without heat treatment or with stress relieving only, two test results ar

31、e to be reportedfor each qualifying coil. Additional requirements regarding structural products produced from coil are described in Specification A6/A6M.4. Materials and Manufacture4.1 The steel shall be killed5. Chemical Composition5.1 The heat analysis shall conform to the requirements prescribed

32、in Table 2 and Table 3.5.2 The steel shall conform on product analysis to the requirements prescribed in Table 2 and Table 3, subject to the productanalysis tolerances in Specification A6/A6M.6. Mechanical Properties6.1 Tensile Properties:6.1.1 The material as represented by the test specimens shall

33、 conform to the tensile properties given in Table 4.7. Test Reports7.1 In addition to the Test Reports requirements in Specification A6/A6M, when Specification A588/A588M is substituted forSpecification A572/A572M, the test report shall include the statement “Specification A588/A588M substituted.”8.

34、 Keywords8.1 bars; bolted construction; bridges; buildings; columbium-vanadium; high-strength; low-alloy; plates; riveted construction;shapes; sheet piling; steel; structural steel; welded constructionTABLE 3 Alloy ContentTypeA Elements Heat Analysis, %1 Columbium 0.0050.05B2 Vanadium 0.010.15C3 Col

35、umbiumVanadiumColumbium plus vanadium0.005-0.05B0.010.15C0.020.15D5 TitaniumNitrogenVanadium0.006-0.040.0030.0150.06 maxA Alloy content shall be in accordance with Type 1, 2, 3, or 5 and the contents ofthe applicable elements shall be reported on the test report.B Product analysis limits = 0.004 to

36、0.06 %.C Product analysis limits = 0.005 to 0.17%D Product analysis limits = 0.01 to 0.16 %.TABLE 4 Tensile RequirementsAGradeYield Point, min Tensile Strength, min Minimum Elonga-tion, % B, C, Dksi MPa ksi MPa in 8 in.200 mm in 2 in.50 mm42 290 42 290 60 415 20 2450 345 50 345 65 450 18 2155 380 55

37、 380 70 485 17 2060 415 60 415 75 520 16 1865 450 65 450 80 550 15 17A See specimen Orientation under the Tension Tests section of SpecificationA6/A6M.B Elongation not required to be determined for floor plate.C For wide flange shapes over 426 lb/ft 634 kg/m, elongation in 2 in. 50 mm of19 % minimum

38、 applies.D For plates wider than 24 in. 600 mm, the elongation requirement is reduced twopercentage points for Grades 42, 50, and 55 290, 345, and 380, and threepercentage points for Grades 60 and 65 415 and 450. See elongation require-ment adjustments in the Tension Tests section of Specification A

39、6/A6M.A572/A572M 183SUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the order or contract. Standardizedsupplementary requirements for use at the option of the purchaser are listed in Specification A6/A6M.Those that are considered suitable for use with this sp

40、ecification are listed by title:S5. Charpy V-Notch Impact Test.S18. Maximum Tensile StrengthS30. Charpy V-Notch Impact Test for Structural Shapes: Alternate Core LocationS32. Single Heat Bundles.In addition, the following supplementary requirements are suitable for use:S81. Tensile StrengthS81.1 For

41、 Grade 50 345 steel of thicknesses 34 in. 20 mm and less, the tensile strength shall be a minimum of 70 ksi 485MPa.S90. TypeS90.1 The specific type of steel shall be as specified by the purchaser in the order or contract.S99. Interlock StrengthS99.1 The minimum strength of the interlocked joint requ

42、ired for certain services may be specified for straight web (PS type)and arched web (PSA type) sheet piling sections subject to specific agreement between the material purchaser and themanufacturer.SUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since

43、 the last issue(A572/A572M 13a)15) that may impact the use of this standard. (Approved May 1, 2018March 1, 2015.).)(1) Revised Table 1, Maximum Product Thickness or Size, from not available to all for sheet piling Grade 65.(2) Revised Table 2phosphorus and sulfur, Chemical RequirementsA levels for w

44、ide plates in(Heat Analysis) for Manganese max,Table 2from 1.35 to 1.35D for thicknesses 12 13H.Committee A01 has identified the location of selected changes to this standard since the last issue(A572/A572M 13) that may impact the use of this standard. (Approved Nov. 1, 2013.)(1) Revised S99.1 to ad

45、d type of sheet piling sections where interlock strength supplement would apply.Committee A01 has identified the location of selected changes to this standard since the last issue(A572/A572M 12a) that may impact the use of this standard. (Approved Oct. 1, 2013.)(1) Added Supplementary Requirement S9

46、9.(2) Revised Table 3.A572/A572M 184ASTM 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 advised that determination of the validity of any such patent rights, and the ris

47、kof 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 reapproved or withdrawn.Your comments are invited either for revision of this

48、 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 you feel that your comments have not received a fair hearing you shouldmake y

49、our 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. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9