ASTM A283 A283M-2003(2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates《低和中等抗拉强度碳素钢板标准规范》.pdf

《ASTM A283 A283M-2003(2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates《低和中等抗拉强度碳素钢板标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A283 A283M-2003(2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates《低和中等抗拉强度碳素钢板标准规范》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A 283/A 283M 03 (Reapproved 2007)Standard Specification forLow and Intermediate Tensile Strength Carbon Steel Plates1This standard is issued under the fixed designation A 283/A 283M; the number immediately following the designation indicates the yearof original adoption or, in the case

2、of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This speci

3、fication2covers four grades (A, B, C, and D)of carbon steel plates of structural quality for general applica-tion.1.2 When the steel is to be welded, a welding proceduresuitable for the grade of steel and intended use or service is tobe utilized. See Appendix X3 of Specification A 6/A 6M forinformat

4、ion on weldability.1.3 The values stated in either inch-pound units or SI unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values stated in eachsystem are not exactly equivalents; therefore, each system is tobe used independently of the other, w

5、ithout combining valuesin any way.1.4 For plate produced from coil and furnished without heattreatment or with stress relieving only, the additional require-ments, including additional testing requirements and the re-porting of additional test results, of Specification A 6/A 6Mapply.1.5 This specifi

6、cation contains notes or footnotes, or both,that provide explanatory material. Such notes and footnotes,excluding those in tables and figures, do not contain anymandatory requirements.2. Referenced Documents2.1 ASTM Standards:3A 6/A 6M Specification for General Requirements forRolled Structural Stee

7、l Bars, Plates, Shapes, and SheetPiling3. General Requirements for Delivery3.1 Plates furnished under this specification shall con-formto the requirements of the current edition of SpecificationA 6/A 6M, for the specific date ordered, unless a conflictexists, in which case this specification shall p

8、revail.3.2 Coils are excluded from qualification to this specifica-tion until they are processed into finished plates. Platesproduced from coil means plates that have been cut toindividual lengths from a coil. The processor directly controls,or is responsible for, the operations involved in the proc

9、essingof a coil into finished plates. Such operations include decoiling,leveling, cutting to length, testing, inspection, conditioning,heat treatment (if applicable), packaging, marking, loading forshipment, and certification.NOTE 1For plates produced from coil and furnished without heattreatment or

10、 with stress relieving only, two test results are to be reportedfor each qualifying coil.Additional requirements regarding plate producedfrom coil are described in Specification A 6/A 6M.4. Process4.1 The steel shall be made by one or more of the followingprocesses: open-hearth, basic-oxygen, or ele

11、ctric-furnace.5. Chemical Requirements5.1 The heat analysis shall conform to the requirementsprescribed in Table 1.5.2 The steel shall conform on product analysis to therequirements prescribed in Table 1, subject to the productanalysis tolerances in Specification A 6/A 6M.6. Tensile Requirements6.1

12、Material as represented by the test specimens shallconform to the requirements as to tensile properties prescribedin Table 2.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.02 on Struc

13、tural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved Sept. 1, 2007. Published September 2007. Originallyapproved in 1946. Last previous edition approved in 2003 as A 283/A 283M 03.2For ASME Boiler and Pressure Vessel Code applications, see related Specifi-cation SA-28

14、3/SA 283M in Section II of that Code.3For referenced 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.1*A Summary of Changes s

15、ection appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.SUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the order or contract . Standardizedsupplementary requ

16、irements for use at the option of the purchaser are listed in SpecificationA 6/A 6M. Those that are considered suitable for use with this specification are listed by title:S2. Product Analysis,S3. Simulated Post-Weld Heat Treatment of MechanicalTest Coupons,S5. Charpy V-Notch Impact Test,S6. Drop We

17、ight Test (for Material 0.625 in. 16 mm andover in Thickness),S8. Ultrasonic Examination, andS15. Reduction of Area.S97. Limitation on Rimmed or Capped Steel:S97.1 The steel shall be other than rimmed or capped.SUMMARY OF CHANGESCommittee A01 has identified the location fo the following changes to t

18、his standard since A 283/A 283M-00that may impact the use of this standard.(1) 1.4, 3.1, 3.1.1 (renumbered as 3.2), and Note 1 have beenrevised to be consistent with the terminology and requirementsof Specification A 6/A 6M.ASTM International takes no position respecting the validity of any patent r

19、ights 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 riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at a

20、ny 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 standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments

21、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 your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by

22、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 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail);

23、 or through the ASTM website(www.astm.org).TABLE 1 Chemical RequirementsElements Heat Analysis, %Grade A Grade B Grade C Grade DCarbon, max 0.14 0.17 0.24 0.27Manganese, max 0.90 0.90 0.90 0.90Phosphorus, max 0.035 0.035 0.035 0.035Sulfur, max 0.04 0.04 0.04 0.04SiliconPlates 112 in. 40 mm and under

24、, max 0.40 0.40 0.40 0.40Plates over 112 in. 40 mm 0.150.40 0.150.40 0.150.40 0.150.40Copper, min % when copper is specified 0.20 0.20 0.20 0.20TABLE 2 Tensile RequirementsAGrade A Grade B Grade C Grade DTensile strength, ksi MPa 4560 310415 5065 345450 5575 380515 6080 415550Yield point, min, ksi M

25、Pa 24 165 27 185 30 205 33 230Elongation in 8 in. 200 mm, min, %B27 25 22 20Elongation in 2 in. 50 mm, min, %B30 28 25 23ASee Specimen Orientation under the Tension Tests section of Specification A 6/A 6 M.BFor plates wider than 24 in. 600 mm, the elongation requirement is reduced two percentage points. See elongation requirement adjustments in the Tension Testssection of Specification A 6/A 6M.A 283/A 283M 03 (2007)2