ASTM A573 A573M-2005(2009) Standard Specification for Structural Carbon Steel Plates of Improved Toughness《改良韧性的结构碳钢钢板用标准规范》.pdf

《ASTM A573 A573M-2005(2009) Standard Specification for Structural Carbon Steel Plates of Improved Toughness《改良韧性的结构碳钢钢板用标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM A573 A573M-2005(2009) Standard Specification for Structural Carbon Steel Plates of Improved Toughness《改良韧性的结构碳钢钢板用标准规范》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A573/A573M 05 (Reapproved 2009)Standard Specification forStructural Carbon Steel Plates of Improved Toughness1This standard is issued under the fixed designation A573/A573M; the number immediately following the designation indicates the yearof original adoption or, in the case of revisi

2、on, 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.1. Scope1.1 This specification covers structural quality carbon-manganese-silicon steel plates in three tensile st

3、rength rangesintended primarily for service at atmospheric temperatureswhere improved notch toughness is important.1.2 Plates covered by this specification are limited to amaximum thickness of 1.5 in. 40 mm.1.3 If the steel is to be welded, it is presupposed that awelding procedure suitable for the

4、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 inch-pound units or SI unitsare to be regarded separately as standard. Within the text, theSI units are shown in brackets. The values st

5、ated in eachsystem are not exact equivalents; therefore, each system is tobe used independently of the other without combining values inany way.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sheet Piling3.

6、 General Requirements for Delivery3.1 Plates furnished under this specification shall conformto the requirements of the current edition of SpecificationA6/A6M, unless a conflict exists in which case this specifica-tion shall prevail.4. Materials and Manufacture4.1 The steel shall be made to fine gra

7、in practice.5. Chemical Composition5.1 The heat analysis shall conform to the requirementsgiven in Table 1.5.2 The product analysis shall conform to the requirementsgiven in Table 1 subject to the product analysis tolerances inSpecification A6/A6M.6. Tension Test6.1 The plates, as represented by the

8、 tension test specimens,shall conform to the tensile requirements given in Table 2.7. Keywords7.1 carbon steel; plates; structural steel; toughness; weldedconstruction1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct res

9、ponsibility of SubcommitteeA01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved Oct. 1, 2009. Published December 2009. Originallyapproved in 1966. Last previous edition approved in 2005 as A573/A573M 05.DOI: 10.1520/A0573_A0573M-05R09.2For referenced AS

10、TM 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.TABLE 1 Chemical Requirements (Heat Analysis)Composition, %Grade 58400Grade 654

11、50Grade 70485Carbon, max:12 in. 13 mm and under 0.23 0.24 0.27Over12 in. 13 mm to 112in.,40 mm, incl0.23 0.26 0.28ManganeseA0.600.90 0.851.20 0.851.20Phosphorus, max 0.035 0.035 0.035Sulfur, max 0.04 0.04 0.04Silicon 0.100.35 0.150.40 0.150.40AFor each reduction of 0.01 percentage point below the sp

12、ecified maximum forcarbon, an increase of 0.06 percentage points above the specified maximum formanganese is permitted, up to a maximum of 1.50 % for Grades 58 and 65; andup to a maximum of 1.60 % for Grade 70.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 1

13、9428-2959, United States.SUPPLEMENTARY REQUIREMENTSStandardized supplementary requirements for use at the option of the purchaser are listed inSpecification A6/A6M. Supplementary requirements shall not apply unless specified in the purchaseorder or contract.ASTM International takes no position respe

14、cting 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 riskof infringement of such rights, are entirely their own responsibility.This st

15、andard 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 standard or for additional standardsand should be addressed to ASTM Internat

16、ional 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 your views known to the ASTM Committee on Standards, at the address shown belo

17、w.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 610-832-9585 (phone), 610-832-9555 (

18、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/).TABLE 2 Tensile RequirementsAGrade 58400Grade 65450Grade 70485Tensile strength, ksiMPa587140049065774505307090

19、485620Yield point, min, ksiMPa322203524042290Elongation in 8 in. 200mm minB,C,%21 20 18Elongation in 2 in. 50mm, minB,C,%24 23 21ASee the Orientation subsection in the Tension Tests section of SpecificationA6/A6M.BElongation need not be determined for floor plate.CFor plates wider than 24 in. 600 mm, the elongation requirement is reducedtwo percentage points. See the Elongation Requirement Adjustments subsectionin the Tension Tests section of Specification A6/A6M.A573/A573M 05 (2009)2