ASTM A264-2009 Specification for Stainless Chromium-Nickel Steel-Clad Plate《铬镍复合不锈钢板用规范》.pdf

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1、Designation: A 264 09Standard Specification forStainless Chromium-Nickel Steel-Clad Plate1This standard is issued under the fixed designation A 264; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A numbe

2、r in parentheses indicates the year of last reapproval. Asuperscript epsilon () 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 specification2covers plate of a carbon steel orlow-al

3、loy steel base to which is integrally and continuouslybonded on one or both sides a layer of stainless chromium-nickel steel. The material is generally intended for pressurevessel use.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathema

4、ticalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:3A 6/A 6M Specification for General Requirements forRolled Structural Steel Bars, Plates, Shapes, and SheetPilingA 20/A 20M Specification for General Requireme

5、nts forSteel Plates for Pressure VesselsA 240/A 240M Specification for Chromium andChromium-Nickel Stainless Steel Plate, Sheet, and Stripfor Pressure Vessels and for General ApplicationsA 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 480/A 480M Specification for General

6、Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate,Sheet, and StripA 578/A 578M Specification for Straight-Beam UltrasonicExamination of Rolled Steel Plates for Special Applica-tionsA 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel Products2.2 Other Stand

7、ards:ASME Code Boiler and Pressure Vessel Code, Section IX,Welding Qualifications43. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 This material is considered as single-clad or double-clad corrosion-resisting chromium-nickel steel plate, depend-ing on whether one or both sides

8、are covered.3.1.2 alloy claddingthe stainless chromium-nickel steelcomponent of the composite plate.3.1.3 base metal (backing steel)component to which thealloy cladding is applied, usually the greater percentage of thecomposite plate and usually consisting of carbon or low-alloysteel.3.1.4 integrall

9、y and continuously bondedthe process bywhich the alloy cladding and base metal are brought together toform a metallurgical bond at essentially the entire interface ofthe two metals by means other than those processes that do notproduce a homogeneous composite plate.4. Ordering Information4.1 It is t

10、he responsibility of the purchaser to specify allrequirements that are necessary for material ordered under thisspecification. Such requirements may include, but are notlimited to, the following:4.1.1 Quantity (weight or number of pieces).4.1.2 Cladding alloy specification, (UNS or ASTM Specifi-cati

11、on A 240/A 240M and whether cladding is for corrosionallowance only),4.1.3 Base metal specification.4.1.4 Bond integrity Class (1, 3, or 5).4.1.5 Dimensions including the minimum or nominal thick-ness of the cladding alloy, and the backing steel, or of the totalcomposite plate and if more or less re

12、strictive thicknesstolerances apply.4.1.6 Product analysis, if required (see Section 10). Specifywhether applicable to the cladding alloy, backing steel or both.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsib

13、ility of SubcommitteeA01.11 on Steel Plates for Boilers and Pressure Vessels.Current edition approved May 1, 2009. Published June 2009. Originallyapproved in 1943. Last previous edition approved in 2003 as A 264 03.2For ASME Boiler and Pressure Vessel Code applications see related Specifi-cation SA-

14、264 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.4Available from American Socie

15、ty of Mechanical Engineers (ASME), ASMEInternational Headquarters, Three Park Ave., New York, NY 10016-5990, http:/www.asme.org.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, Unite

16、d States.4.1.7 Mechanical properties, including shear test if required.4.1.8 Finish (see Section 12).4.1.9 Restrictions, if required, on repair by welding (seeSection 14).4.1.10 Additions to the specification or special require-ments.4.1.11 Corrosion testing if applicable.4.2 In addition to the basi

17、c requirements of this specificationand the backing steel specification, certain supplementaryrequirements are available when necessary to meet end userequirements. These include:4.2.1 Nondestructive examination,4.2.2 Impact testing, and4.2.3 Simulated Post-Weld Heat Treatment of MechanicalTest Coup

18、ons (SPWHT).4.3 The purchaser is referred to the listed supplementaryrequirements in this specification and to the detailed require-ments in Specification A 20/A 20M.4.4 If the requirements of this specification are in conflictwith the requirements of Specification A 20/A 20M, the re-quirements of t

19、his specification shall prevail.4.5 Special tests.5. Materials and Manufacture5.1 Process:5.1.1 The steel shall be made by the open-hearth, electric-furnace, or basic-oxygen processes, or by secondary processeswhereby steel made from these primary processes is remeltedusing, but not limited to elect

20、roslag remelting or vacuum-arcremelting processes.5.1.2 The alloy-cladding metal may be metallurgicallybonded to the base metal by any method that will produce aclad steel that will conform to the requirements of thisspecification.5.2 Heat Treatment:5.2.1 Unless otherwise specified or agreed upon be

21、tweenthe purchaser and the manufacturer, all austenitic stainless steelclad plates shall be given a heat treatment consisting of heatingto the proper temperature for the solution of the chromiumcarbides in the cladding followed by individual air cooling. Forbase metals of air-hardening low-alloy ste

22、els the above heattreatment shall be followed by a tempering treatment.5.2.2 Duplex stainless steel clad plates shall be provided ina heat treated condition as agreed upon between the purchaserand the manufacturer.5.2.3 When plates are to be cold formed, or when otherwiserequired by the base metal s

23、pecification, the purchaser mayspecify that such plates, following solution annealing, be heattreated for grain refinement of the base metal by normalizingand either air cooled or water quenched as appropriate. In thecase of clad plate manufactured without hot rolling, the basemetal and alloy claddi

24、ng components may be heat treatedseparately as appropriate prior to bonding.6. Chemical Composition6.1 The composite plate may conform to any desired com-bination of alloy-cladding metal and base metal as described in6.2 and 6.3 and as agreed upon between the purchaser and themanufacturer.6.2 Alloy

25、Cladding MetalThe alloy-cladding metal speci-fied shall conform to the requirements as to chemical compo-sition prescribed for the respective chromium-nickel or duplexsteel in Specification A 240/A 240M.6.3 Base MetalThe base metal shall be carbon steel orlow-alloy steel conforming to the ASTM speci

26、fications forsteel for pressure vessels, or other, as agreed by the purchaserand the manufacturer. The base metal shall conform to thechemical requirements of the specification to which it isordered.7. Mechanical Properties7.1 Tensile Requirements:7.1.1 The tensile properties shall be determined by

27、atension test of the composite plate for clad plates that meet allof the following conditions.(1) The composite gage is less than or equal to 112 in. (38mm).(2) The specified minimum tensile strength of the base steelis less than or equal to 70 000 psi (485 MPa)(3) The specified minimum yield streng

28、th of the base steelis less than or equal to 40 000 psi (275 MPa).(4) The tensile properties thus determined shall be not lessthan the minimum and not more than 5000 psi (35 MPa) overthe maximum prescribed in the specification for the base steelused. All other tensile test requirements of the specif

29、ication forthe base steel shall be met.7.1.2 The tensile properties shall be determined by atension test of the base steel only for clad plates that meet oneof the following conditions. The properties thus determinedshall meet all of the tensile test requirements for the base steel.(1) The composite

30、 gage is greater than 112 in. (38 mm).(2) The specified minimum tensile strength of the base steelis greater than 70 000 psi (485 MPa).(3) The specified minimum yield strength of the base steelis greater than 40 000 psi (275 MPa).7.1.3 If the cladding is for corrosion allowance only, thecladding nee

31、d not be included in the tensile test. The tensileproperties thus determined shall meet the base steel require-ments.7.2 Tests for strength of the bond, when required, must bespecified by the purchaser and shall consist of one of thefollowing.7.2.1 Shear StrengthWhen required by the purchaser, themi

32、nimum shear strength of the alloy cladding and base metalsshall be 20 000 psi (140 MPa). The shear test, when specified,shall be made in the manner indicated in Fig. 1. The minimumcladding thickness for shear testing shall be 0.075 in. (1.9 mm),exclusive as ordered. Testing for shear strength for cl

33、ad plateswith minimum cladding thickness of 0.075 in. (1.9 mm) or lessshall be permitted upon agreement between the purchaser andthe manufacturer.7.2.2 Bond StrengthAs an alternative to the shear strengthtest provided in 7.2.1, or when agreed upon by the purchaserand the manufacturer, or both, three

34、 bend tests shall be madewith the alloy cladding in compression to determine the qualityof the bond. These bend tests shall be made in the manner ofthe tension tests indicated in Fig. 2 and shall be bent through anangle of 180 to the bend diameters provided for in eitherA264092Specification A 6/A 6M

35、 or Specification A 20/A 20M, Appen-dix X4 or equivalent, as applicable. At least two of the threetests shall show not more than 50 % separation on both edgesof the bent portion. Greater separation shall be cause forrejection.7.3 Methods and practices relating to mechanical testingrequired by this s

36、pecification shall be in accordance with theTest Methods and Definitions of A 370.8. Number of Tests and Retests8.1 One or more tension tests, as required by the specifica-tions for the base metal and when specified, one shear test orthree bond bend tests shall be made, representing each plate asrol

37、led. Each specimen shall be in the final condition of heattreatment required for the plate, including any SPWHT ifrequired.8.2 If any test specimen shows defective machining ordevelops flaws, it may be discarded and another specimensubstituted.9. Test Specimens9.1 The tension test specimens from pla

38、te shall conform tothe requirements prescribed in the specifications for the basemetal.9.2 Bend test specimens for the alternative bond strengthtests, shall be taken at right angles to its longitudinal axis.9.3 When required by the purchaser, the shear test specimenshould be taken near a top or bott

39、om corner of the plate asrolled, parallel to its longitudinal axis, or other location that isrepresentative of the final product.9.4 For plates 112 in. (38 mm) and under in thickness,tension test specimens shall be the full thickness of thematerial, except as specified in 7.1.2 and 7.1.3.9.5 For pla

40、tes over 112 in. (38 mm) in thickness, tensiontests shall be of the form shown in Fig. 3 and shall be of allbase steel conforming to the requirements of the specificationfor the base steel.9.6 The bend test specimen used for bond strength determi-nation shall be 112 in. (38 mm) wide by not more than

41、34 in.(19 mm) in thickness and shall be machined to the form anddimensions shown in Fig. 2, or may be machined with bothedges parallel. In reducing the thickness of the specimen, boththe alloy cladding and the base steel shall be machined so as tomaintain the same ratio of clad metal to base steel a

42、s ismaintained in the plate, except that the thickness of the cladmetal need not be reduced below18 in. (3.1 mm). The sides ofthe bend test specimen used for bond strength determinationMetric Equivalentsin. mm in. mm0.005 0.127 1 25.418 3.18 212 64.534 19.1 3 76.2FIG. 1 Test Specimen and Method of M

43、aking Shear Test of CladPlateMetric Equivalentsin. mm in. mm0.01 0.254 112 38.118 3.17 2 50.814 6.35 3 76.21 25.4 8 203.2NOTE 1When necessary, it is permissible to use a narrower specimen,but in such a case the reduced portion shall be not less than 1 in. in width.NOTE 2Punch marks for measuring elo

44、ngation after fracture shall bemade on the flat or on the edge of the specimen and within the parallelsection; either a set of nine punch marks 1 in. apart, or one or more setsof 8-in. punch marks may be used.NOTE 3The dimension t is the thickness of the test specimen asprovided for in the applicabl

45、e material specifications.FIG. 2 Standard Rectangular Tension Test Specimen with 8-in.Gage LengthMetric Equivalentsin. mm in. mm0.003 0.07638 9.530.005 0.127 0.50 12.70.01 0.254 2 50.818 3.18 214 64.5NOTE 1The gage length and fillets shall be as shown, but the endsmay be of any shape to fit the hold

46、ers of the testing machine in such a waythat the load shall be axial. The reduced section shall be a gradual taperfrom the ends toward the center, with the ends 0.003 to 0.005 in. larger indiameter than the center.FIG. 3 Standard Round Tension Test Specimen with 2-in. GageLengthA264093may have the c

47、orners rounded to a radius not over116 in. (1.6mm) for plates, 2 in. (50 mm) and under in thickness, and notover18 in. (3.1 mm) for plates over 2 in. (50 mm) in thickness.10. Product Analysis10.1 Product analysis may be required for the cladding alloyon finished product. Chemical analysis may be acc

48、omplishedby wet chemical or instrumental procedures. If wet chemicalprocedures are used, millings may be taken only when thecomposite plate thickness is sufficient to permit obtainingmillings without danger of contamination from the adjacentlayer. If spectrometric procedures are used, the sample sha

49、ll beexposed on the center line of the cladding when there issufficient cladding thickness available so that there is nocontamination from the adjacent base metal.10.2 If product analysis is specified by the purchaser for thecladding alloy, it shall be made on a sample taken from thefinished product or a broken test specimen. For wet chemicalanalysis, in order to avoid contamination by the base platemetal, millings of cladding samples shall be taken from the testcoupon by removal and discard of all the base metal plus 40 %of the cladding thickness from