1、Designation: A514/A514M 05 (Reapproved 2009)A514/A514M 13Standard Specification forHigh-Yield-Strength, Quenched and Tempered Alloy SteelPlate, Suitable for Welding1This standard is issued under the fixed designation A514/A514M; the number immediately following the designation indicates the yearof o
2、riginal 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 agencies of the Department of
3、 Defense.1. Scope Scope*1.1 This specification covers quenched and tempered alloy steel plates of structural quality in thicknesses of 6 in. 150 mm andunder intended primarily for use in welded bridges and other structures.NOTE 1All grades are not available in a maximum thickness of 6 in. 150 mm. Se
4、e Table 1 for thicknesses available in each grade.1.2 If the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use orservice will be utilized. See Appendix X 3 of Specification A6/A6M for information on weldability.1.3 The values stated in
5、 either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI unitsare 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.2. Refer
6、enced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet PilingA370 Test Methods and Definitions for Mechanical Testing of Steel Products3. General Requirements for Delivery3.1 Plates furnished under this specificati
7、on shall conform to the applicable requirements of the current edition of SpecificationA6/A6M unless a conflict exists in which case this specification shall prevail.4. Materials and Manufacture4.1 The steel shall be killed and conform to the requirements for fine austenitic grain size in Specificat
8、ion A6/A6M.5. Heat Treatment5.1 Except as allowed by 5.2, plates shall be heat treated to conform to the tensile and hardness requirements given in Table2 by heating to not less than 1650F 900C, quenching in water or oil, and tempering at not less than 1150F 620C. Theheat-treatment temperatures shal
9、l be reported in the test report.5.2 Plates ordered without the heat treatment specified in 5.1 shall be stress relieved by the manufacturer, and subsequent heattreatment of the plates to conform to 5.1 shall be the responsibility of the purchaser.6. Chemical Composition6.1 The heat analysis shall c
10、onform to the requirements given in Table 1.6.2 The product analysis shall conform to the requirements given in Table 1, subject to the product analysis tolerances inSpecification A6/A6M.1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys a
11、nd is the direct responsibility of Subcommittee A01.02on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved Oct. 1, 2009Oct. 15, 2013. Published December 2009November 2013. Originally approved in 1964. Last previous edition approved in 20052009as A514/A514M 05.
12、A514/A514M 05 (2009). DOI: 10.1520/A0514_A0514M-05R09.10.1520/A0514_A0514M-13.2 For referencedASTM standards, visit theASTM 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
13、the ASTM website.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 accurately, ASTM recommends that users
14、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 Drive, PO Box C700, West Conshohoc
15、ken, PA 19428-2959. United States17. Mechanical Properties7.1 Tension TestThe plates as represented by the tension test specimens shall conform to the tensile requirements given inTable 2.7.2 Hardness TestFor plates 38 in. 10 mm and under in thickness, a Brinell hardness test may be used instead of
16、tensiontesting each plate, in which case a tension test shall be made from a corner of each of two plates per lot.Alot shall consist of platesfrom the same heat, thickness, prior condition, and scheduled heat treatment and shall not exceed 15 tons 15 Mg in weight mass.A Brinell hardness test shall b
17、e made on each plate not tension tested and the results shall conform to the hardness requirementsgiven in Table 2.8. Number of Tests8.1 Except as allowed by 7.2, one tension test shall be taken from a corner of each plate as heat treated.9. Retest9.1 Plates that were subjected to Brinell hardness t
18、esting and failed to conform the specified hardness requirements may besubjected, at the manufacturers option, to tension testing and shall be accepted if the results conform to the tensile requirementsgiven in Table 2.TABLE 1 Chemical Requirements (Heat Analysis)NOTE 1Where “. . .” appears in this
19、table, there is no requirement.Chemical Composition, %Grade A Grade B Grade E Grade F Grade H Grade P Grade Q Grade SMaximum Thickness, in. mmElement 114 32 114 32 6 150 212 65 2 50 6 150 6 150 212 65Carbon 0.150.21 0.120.21 0.120.20 0.100.20 0.120.21 0.120.21 0.140.21 0.110.21Manganese 0.801.10 0.7
20、01.00 0.400.70 0.601.00 0.951.30 0.450.70 0.951.30 1.101.50Phosphorus, max 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035Phosphorus, max 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030Sulfur, max 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.020Sulfur, max 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.
21、020Silicon 0.400.80 0.200.35 0.200.40 0.150.35 0.200.35 0.200.35 0.150.35 0.150.45Nickel . . . 0.701.00 0.300.70 1.201.50 1.201.50 .Chromium 0.500.80 0.400.65 1.402.00 0.400.65 0.400.65 0.851.20 1.001.50 .Molybdenum 0.180.28 0.150.25 0.400.60 0.400.60 0.200.30 0.450.60 0.400.60 0.100.60Vanadium . 0.
22、030.08 A 0.030.08 0.030.08 . 0.030.08 0.06Titanium . 0.010.04 0.010.10 . . . . BZirconium 0.050.15C . . . . . . .Copper . . . 0.150.50 . . . .Boron 0.0025 max 0.00050.005 0.0010.005 0.00050.006 0.00050.005 0.0010.005 . 0.0010.005Columbium, max . . . . . . . 0.06A May be substituted for part or all o
23、f titanium content on a one for one basis.B Titanium may be present in levels up to 0.06 % to protect the boron additions.C Zirconium may be replaced by cerium. When cerium is added, the cerium/sulfur ratio should be approximately 1.5 to 1, based upon heat analysis.TABLE 2 Tensile and Hardness Requi
24、rementsNOTE 1 See the Orientation and Preparation subsections in the Tension Tests section of Specification A6/A6M.NOTE 2Where “. . . appears in this table there is no requirement.Thickness, in. mm Tensile Strength,ksi MPaYield Strength, minA ,ksi MPaElongation in 2in. 50 mm,minBCD , %Reductionof Ar
25、ea,minBC , %BrinellHardnessNumberETo 34 20, incl 110 to 130 760 to 895 100 690 18 40F 235 to 293 HBWOver 34 20 to 212 65, incl 110 to 130 760 to 895 100 690 18 40F , 50G .Over 212 65 to 6 150, incl 100 to 130 690 to 895 90 620 16 50G .A Measured at 0.2 % offset or 0.5 % extension under load as descr
26、ibed in the Determination of Tensile Properties section of Test Methods and Definitions A370.B Elongation and reduction of area need not be determined for floor plates.C For plates tested in the transverse direction, the elongation requirement is reduced by two percentage points and the reduction of
27、 area minimum requirement is reducedby five percentage points. See elongation requirement adjustments in the Tension Tests section of Specification A6/A6M.D If measured on the Fig. 3 (Test Methods and Definitions A370) 112-in. 40-mm wide tension test specimen, the elongation is determined in a 2-in.
28、 50-mm gage lengththat includes the fracture and shows the greatest elongation.E See 7.2.F If measured on the Fig. 3 (Test Methods and Definitions A370) 112-in. 40-mm wide tension test specimen.G If measured on the Fig. 4 (Test Methods and Definitions A370) 12-in. 12.5-mm round tension test specimen
29、.A514/A514M 1329.2 The manufacturer may re-heat treat plates that fail to meet the mechanical property requirements of this specification. Allmechanical property tests shall be repeated after such heat treatment.10. Test Specimens10.1 If possible, all test specimens shall be cut from the plate in it
30、s heat-treated condition. If it is necessary to prepare testspecimens from separate pieces, such pieces shall be full thickness, and shall be similarly and simultaneously heat treated with theplate. All such separate pieces shall be of such a size that the prepared test specimens are free of any var
31、iation in properties dueto edge effects.10.2 If specified in the purchase order, the test pieces shall be subjected to additional thermal treatments intended to simulatethermal treatments that subsequently might be done by the fabricator.11. Keywords11.1 alloy; bridges; high-yield-strength; plates;
32、quenched; steel; structural steel; tempered; welded constructionSUPPLEMENTARY REQUIREMENTSSupplementary requirements shall not apply unless specified in the purchase order or contract.Standardized supplementary requirements for use at the option of the purchaser are listed inSpecification A6/A6M. Th
33、ose that are considered suitable for use with this specification are listed bytitle:S5. Charpy V-Notch Impact TestS8. Ultrasonic ExaminationSUMMARY OF CHANGESCommittee A01 has identified the location of selected changes to this standard since the last issue(A514/A514M 05 (2009) that may impact the u
34、se of this standard. (Approved Oct. 15, 2013.)(1) Revised Table 1 to modify phosphorus and sulfur limits.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 advised that
35、 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 reapprov
36、ed 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 you feel
37、 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. Individual repri
38、nts (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/).A514/A514M 133
