ASTM A666-2003 Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet Strip Plate and Flat Bar《退火或冷加工的奥氏体不锈钢薄板、带材、中厚板和扁棒用标准规范》.pdf
《ASTM A666-2003 Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet Strip Plate and Flat Bar《退火或冷加工的奥氏体不锈钢薄板、带材、中厚板和扁棒用标准规范》.pdf》由会员分享,可在线阅读,更多相关《ASTM A666-2003 Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet Strip Plate and Flat Bar《退火或冷加工的奥氏体不锈钢薄板、带材、中厚板和扁棒用标准规范》.pdf(7页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: A 666 03Standard Specification forAnnealed or Cold-Worked Austenitic Stainless Steel Sheet,Strip, Plate, and Flat Bar1This standard is issued under the fixed designation A 666; the number immediately following the designation indicates the year oforiginal adoption or, in the case of rev
2、ision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript 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 specificati
3、on covers austenitic stainless steels in theannealed and normally required cold-worked conditions forvarious structural, architectural, pressure vessel, magnetic,cryogenic, and heat-resisting applications. (This revision ofSpecification A 666 replaces prior Specifications A 412 andA 177.)1.2 The app
4、lication of this specification, or the use ofmaterial covered by this specification does not automaticallyallow usage in pressure vessel applications. Only annealedconditions of grades specifically approved by the ASME codeare permitted for pressure vessel use.1.3 The values stated in inch-pound uni
5、ts are to be regardedas the standard. The values given in parentheses are forinformation only.2. Referenced Documents2.1 ASTM Standards:2A 240/A 240M Specification for Chromium andChromium-Nickel Stainless Steel Plate, Sheet, and Stripfor Pressure Vessels and for General ApplicationsA 370 Test Metho
6、ds and Definitions for Mechanical Testingof Steel ProductsA 480/A 480M Specification for General Requirements forFlat-Rolled Stainless and Heat-Resisting Steel Plate,Sheet, and StripA 484/A 484M Specification for General Requirements forStainless Steel Bars, Billets, and Forgings3. Material Test Rep
7、ort and Certification3.1 In addition to the requirements of Specification A 480/A 480M, the cold-worked condition (annealed,14 H,12 H, andso forth) shall be noted.4. Chemical Composition4.1 The steel shall conform to the requirements as tochemical composition specified in Table 1, and shall conformt
8、o applicable requirements specified in the current edition ofSpecification A 480/A 480M.5. Mechanical Properties5.1 The material shall conform to the mechanical propertiesspecified in Table 2 and Table 3, or Table 2 and Table 4.6. General Requirements6.1 The following requirements for orders for mat
9、erialfurnished under this specification shall conform to the appli-cable requirements of the current edition of SpecificationA 480/A 480M or A 484/A 484M:6.1.1 Definitions,6.1.2 General requirements for delivery,6.1.3 Ordering information,6.1.4 Process,6.1.5 Special tests,6.1.6 Heat treatment,6.1.7
10、Dimensions and permissible variations,6.1.8 Workmanship, finish and appearance,6.1.9 Number of tests/test methods,6.1.10 Specimen preparation,6.1.11 Retreatment,6.1.12 Inspection,6.1.13 Rejection and rehearing,6.1.14 Material test report,6.1.15 Certification, and6.1.16 Packaging, marking, and loadin
11、g.7. Sampling7.1 Tension and bend-test specimens of sheet, strip, andplate products shall be selected from finished material and shallbe selected in the transverse direction, except in the case ofstrip under 9 in. (229 mm) in width, in which case tension testspecimens shall be selected in the longit
12、udinal direction.7.2 Flat bar tension and bend-test specimens shall be se-lected from the finished material and shall be in the longitudi-nal direction.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of
13、SubcommitteeA01.17 on Flat-Rolled and Wrought Stainless Steel.Current edition approved Oct. 1, 2003. Published October 2003. Originallyapproved in 1972. Last previous edition approved in 2000 as A 666 00.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Se
14、rvice 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 section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19
15、428-2959, United States.7.3 Corrosion samples, if required, shall be taken frommaterial after final annealing and descaling and prior to coldworking.8. Number of Tests8.1 For cold-worked product produced in coil form, onetension test shall be made from each end of each coil. One bendtest shall be ma
16、de from one end of each coil.8.2 For cold-worked flat bar and plate products, two tensiontest and one bend test shall be made on each size of flat bar andeach thickness of plate from each heat in a lot annealed in asingle charge or under the same conditions in a continuousfurnace.8.3 Annealed materi
17、al produced to Table 2 requirementsshall be tested in accordance with Specification A 480/A 480M.9. Test Methods9.1 Tension Test:9.1.1 The yield strength shall be determined by the offsetmethod as described in Test Methods and Definitions A 370.An alternative method of determining field strength may
18、 beused based on the following total extension under load:Yield Strength, min. psi Total Extension under Load in 2 in.Gage Length, incl.45 000 0.007175 000 0.0098110 000 0.0125135 000 0.0144140 000 0.01489.1.2 The requirement of this specification for yield strengthwill be considered as having been
19、fulfilled if the extensionunder load for the specified yield strength does not exceed thespecified values. The values obtained in this manner shouldnot, however, be taken as the actual yield strength for 0.2 %. Incase of dispute, the offset method of determining yield strengthshall be used.9.2 Bend
20、Test:9.2.1 Bend-test specimens shall withstand cold bendingwithout cracking when subjected to either the free-bendmethod or the controlled-bend (V-block) method at the condi-tion specified by Table 3 or Table 4, respectively. Specimensshall be bent around a diameter equal to the product of the bendf
21、actor times the specified thickness of the test specimen. Thechoice of test method for materials in conditions other thanannealed shall be at the option of the seller.9.2.2 Free-bend test specimens shall be bent cold, either bypressure or by blows. However, in the case of dispute, testsshall be made
22、 by pressure.9.2.3 Controlled-bend (V-block) test specimens shall bebent cold by means of V-blocks or a mating punch and diehaving an included angle of 45 and with proper curvature ofsurface at the bend areas to impart the desired shape anddiameter of bend to the specimen.TABLE 1 Chemical Compositio
23、n RequirementsAType UNSDesignationComposition, %BCarbon Manganese Phosphorus Sulfur Silicon Chromium Nickel OtherElements201 S20100 0.15 5.57.5 0.060 0.030 0.75 16.018.0 3.55.5 N 0.25201L S20103 0.03 5.57.5 0.045 0.030 0.75 16.018.0 3.55.5 N 0.25201LN S20153 0.03 6.47.5 0.045 0.015 0.75 16.017.5 4.0
24、5.0 N 0.100.25Cu 1.00202 S20200 0.15 7.510.0 0.060 0.030 0.75 17.019.0 4.06.0 N 0.25. . . S20400 0.030 7.09.0 0.040 0.030 1.00 15.017.0 1.503.00 N 0.150.30205 S20500 0.120.25 14.015.0 0.060 0.030 0.75 16.518.0 1.001.75 N 0.320.40301 S30100 0.15 2.00 0.045 0.030 1.00 16.018.0 6.08.0 N 0.10301L S30103
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