ASTM A827 A827M-2014(2018) Standard Specification for Plates Carbon Steel for Forging and Similar Applications.pdf

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1、Designation: A827/A827M 14 (Reapproved 2018)Standard Specification forPlates, Carbon Steel, for Forging and Similar Applications1This standard is issued under the fixed designation A827/A827M; the number immediately following the designation indicates the yearof original adoption or, in the case of

2、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 agencies of the U.S. Department of Defense.1. Scope1.1 This speci

3、fication covers carbon steel plates, forgingquality, intended for forging, quenching-and-tempering, andsimilar applications in which uniformity of composition andfreedom from injurious imperfections are important.1.2 The plates are available in six grades, or chemicalcompositions.1.3 When the steel

4、is to be welded, it is presupposed that awelding procedure suitable for the grade of steel and intendeduse or service will be utilized. See Appendix X3 of Specifica-tion A6/A6M for information on weldability.1.4 The values stated in either SI units or inch-pound unitsare to be regarded separately as

5、 standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard.1.5 This international standard was developed in accor-dance with international

6、ly recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specif

7、ication for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sheet Piling2.2 ASME Code:3ASME Boiler and Pressure Vessel Code, Section IX3. General Requirements and Ordering Information3.1 Material furnished under this specification shall con-form to the requirements of the c

8、urrent edition of SpecificationA6/A6M, for the ordered material, unless a conflict exists inwhich case this specification shall prevail.4. Materials and Manufacture4.1 The steel shall be killed.5. Chemical Composition5.1 The heat analysis shall conform to the requirements forthe applicable grade lis

9、ted in Table 1.6. Mechanical Property Requirements6.1 The plates shall not be subject to mechanical propertytesting unless otherwise specified on the order.7. Quality7.1 GeneralThe plates shall be free of injurious imperfec-tions and shall have a workmanlike finish.7.2 FinishThe plates shall be furn

10、ished with a finish suchas that produced by hot-rolling, except for ground areasresulting from conditioning operations, unless otherwise speci-fied on the order.7.3 Surface Imperfections:7.3.1 All injurious surface imperfections shall be removedby the material manufacturer or processor.7.3.1.1 Shall

11、ow imperfections shall be ground to soundmetal; the ground area shall be well-faired and the thickness ofthe ground plate shall not be reduced below the minimumthickness permitted.7.3.1.2 All surface imperfections, the removal of which willreduce the plate thickness below the minimum permitted, shal

12、lbe cause for rejection; however, such imperfections may berepaired by welding as provided in 7.5.7.4 Edge Imperfections:7.4.1 Laminar-type discontinuities 1 in. 25 mm and less inlength, and visible to the unaided eye on the edges of plates asprepared for shipment by the manufacturer or processor, a

13、reacceptable and do not require exploration.7.4.2 All larger discontinuities shall be explored to deter-mine their depth and extent. Discontinuities shall be considered1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct re

14、sponsibility of SubcommitteeA01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved Sept. 1, 2018. Published September 2018. Originallyapproved in 1984. Last previous edition approved in 2014 as A827/A827M 14.DOI: 10.1520/A0827_A0827M-14R18.2For referenced

15、 ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Society of Mechanical Engineers (ASME), ASMEInterna

16、tional Headquarters, Two Park Ave., New York, NY 10016-5990, http:/www.asme.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on stand

17、ardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1continuous when located in the same plane within 5 % of theplate thickness and when separ

18、ated by a distance less than thelength of the smaller of two adjacent discontinuities.7.4.3 Indications visible to the unaided eye, on the cut edgesof a plate as prepared for shipment by the manufacturer orprocessor shall not exceed the limits given in Columns 1 and 2of Table 2.7.4.4 Larger indicati

19、ons shall be removed by the manufac-turer or processor by grinding provided the resultant cavitydoes not exceed the limits given in Columns 3 and 4 of Table2.7.4.5 Indications of greater magnitude shall be cause forrejection; however, the defects may be removed and replacedwith weld metal as provide

20、d in 7.5.7.4.6 Indications on the edges of a plate cut during fabrica-tion shall be cause for rejection of the plate, at the discretion ofthe purchaser, when the magnitude exceeds the limits given inColumns 5 and 6 of Table 2. The defects may be removed andreplaced with weld metal as provided in 7.5

21、.7.5 Repair by Welding:7.5.1 Repairs shall be done by welders or welding operatorsmeeting the qualification requirements of ASME Boiler andPressure Vessel Code.7.5.2 The welding procedures shall be demonstrated to besuitable for the grade of material being repaired.7.5.3 The deposited weld metal sha

22、ll have a chemicalcomposition similar to the nominal composition of the plate.7.5.4 Preparation for repair welding shall include inspectionto assure complete removal of the defect.7.5.5 If repair by welding is not acceptable, or if approval ofthe welding procedure by the purchaser is required, the o

23、rdershall so specify.8. Certification8.1 A report of the heat analysis and the results of all testsrequired by the order shall be furnished to the purchaser. Thereport shall include a certification that the material wasmanufactured in accordance with the requirements of thisspecification.9. Keywords

24、9.1 carbon; forging; imperfections; plates; quenching; steel;structural steel; tempering; uniformity of compositionSUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the purchase order or contract.Standardized supplementary requirements for use at the option of

25、the purchaser are listed inSpecification A6/A6M. Those that are considered suitable for use with this specification are listed bytitle:S1. Vacuum Treatment,S2. Product Analysis,S5. Charpy V-Notch Impact Test, andS8. Ultrasonic Examination.TABLE 1 Chemical RequirementsGrade Element, %SAE Carbon Manga

26、nese Phosphorus, max Sulfur, max Silicon1009 0.15 max 0.60 max 0.030 0.030 0.15 to 0.401020 0.18 to 0.23 0.30 to 0.60 0.030 0.030 0.15 to 0.401035 0.32 to 0.38 0.60 to 0.90 0.030 0.030 0.15 to 0.401040 0.37 to 0.44 0.60 to 0.90 0.030 0.030 0.15 to 0.401045 0.43 to 0.50 0.60 to 0.90 0.030 0.030 0.15

27、to 0.401050 0.48 to 0.55 0.60 to 0.90 0.030 0.030 0.15 to 0.40TABLE 2 Visible Edge Indications Extending Approximately Parallel to Rolled SurfacesPlate ThicknessAcceptable Remove by Grinding Acceptable on Edges Cut in FabricationDepth LengthADepth LengthADepth LengthAColumn 1 2 3 4 5 6to 6 in. 150 m

28、m, incl116 in. 2 mm, max any over116 in. to18 in. 2 to3 mm, inclover 1 in. 25 mm18 in. 3 mm, max anyover 6 in. 150 mm18 in. 3 mm, max any over18 in. to12 in. 3 to13 mm, inclover 1 in. 25 mm12 in. 13 mm, max anyALaminar-type discontinuities 1 in. 25 mm and less in length are acceptable and do not req

29、uire exploration.A827/A827M 14 (2018)2ADDITIONAL SUPPLEMENTARY REQUIREMENTSIn addition, the following special supplementary requirements are also suitable for use with thisspecification.S82. Hardness TestsS82.1 Hardness tests shall be made as specified on the orderand the test results shall conform

30、to the requirements specifiedon the order.S95. Tension Test RequirementsS95.1 Two tension tests shall be made on each lot unless thelot consists of only the product of one plate as-rolled, in whichcase one test shall be made on the lot. A lot shall consist of allplates of the same heat not differing

31、 in thickness by more than38 in. 10 mm. The test results shall conform to the require-ments stated on the order.ASTM 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

32、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

33、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

34、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

35、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 Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 14 (2018)3