ASTM A673 A673M-2007(2012) Standard Specification for Sampling Procedure for Impact Testing of Structural Steel 《结构钢冲击试验的取样程序标准规格》.pdf
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1、Designation: A673/A673M 07 (Reapproved 2012)American Association State Highwayand Transportation OfficialsStandard AASHTO No.: T 243Standard Specification forSampling Procedure for Impact Testing of Structural Steel1This standard is issued under the fixed designation A673/A673M; the number immediate
2、ly following the designation indicates the yearof original 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 bee
3、n approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers the procedure for longitudinalCharpy V-notch testing of structural steel and contains twofrequencies of testing. The impact properties of steel can varywithin the same heat and piece, be it as rolled, c
4、ontrol rolled,or heat treated. The purchaser should, therefore, be aware thattesting of one plate, bar, or shape does not provide assuranceall plates, bars, or shapes of the same heat as processed will beidentical in toughness with the product tested. Normalizing orquenching and tempering the produc
5、t will reduce the degree ofvariation.1.2 This specification is intended to supplement specifica-tions for structural steel when so specified.1.3 This specification does not necessarily apply to allproduct specifications; therefore, the manufacturer or processorshould be consulted for energy absorpti
6、on levels and minimumtesting temperatures that can be expected or supplied.1.4 Two frequencies of testing (P and H) are prescribed.1.5 The values stated in either inch-pound units or SI unitsare to be regarded as standard. Within the text, the SI units areshown in brackets. The values stated in each
7、 system are notexact equivalents; therefore, each system must be used inde-pendently of the other. Combining values from the two systemsmay result in nonconformance with this specification.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for RolledStructural S
8、teel Bars, Plates, Shapes, and Sheet PilingA370 Test Methods and Definitions for Mechanical Testingof Steel Products3. Ordering Information3.1 The inquiry and order shall indicate the following:3.1.1 Frequency of testing, (P) or (H),3.1.2 Test temperature (see 4.5 and 4.6),3.1.3 Minimum average abso
9、rbed energy value (see 4.1 and4.6),3.1.4 Transverse impact test orientation for plate widthsover 24 in. 600 mm, if desired (see 4.2.2),3.1.5 Alternate core location (see 4.3), if applicable, and3.1.6 Condition (as-rolled, stress relieved, normalized, nor-malized and stress relieved, or quenched and
10、tempered).4. Tests4.1 Impact testing shall be in accordance with Test Methodsand Definitions A370. An impact test shall consist of testingthree specimens taken from a single test coupon or testlocation, the average result of which shall be not less than theminimum average absorbed energy specified i
11、n the purchaseorder, which in no case shall be less than 7 ftlbf 10 J for fullsize specimens.4.2 Except as allowed by 4.3, specimens for plates and barsshall be taken from a location adjacent to the location specifiedfor the tension test specimen, and specimens for shapes shall betaken from a locati
12、on at an end of the shape at a point one thirdthe distance from the outer edge of the flange or leg to the webor heel of the shape (see Fig. 1 and Fig. 2). For plates producedfrom coils, three impact tests shall be taken from the product ofeach coil or qualifying coil (see Section 5); one test coupo
13、nshall be obtained from a location adjacent to the locationspecified for each of the two required tension tests (seeSpecification A6/A6M) and the third test coupon shall beobtained from a location immediately after the last plateproduced to the qualifying specification.4.2.1 Except as allowed by 4.2
14、.2, the longitudinal axis ofeach specimen shall be parallel to the final direction of rollingof the plate or parallel to the major axis of the shape.1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of Sub
15、committeeA01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.Current edition approved March 1, 2012. Published April 2012. Originallyapproved in 1972. Last previous edition approved in 2007 as A673/A673M 07.DOI: 10.1520/A0673_A0673M-07R12.2For referenced ASTM standards, visit
16、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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959
17、, United States.4.2.2 If specified in the purchase order, for plate widths over24 in. 600 mm, the longitudinal axis of each specimen shallbe transverse to the final direction of rolling of the plate.4.2.3 The longitudinal axis of each specimen shall belocated midway between the surface and the cente
18、r of theproduct thickness, and the length of the notch shall beperpendicular to the rolled surface of the product.4.3 For shapes with a flange thickness equal to or greaterthan 112 in. 38.1 mm, where alternate core location testing isspecified in the purchase order, the longitudinal axis of eachspec
19、imen shall be located midway between the inner flangesurface and the center of the flange thickness at the intersectionwith the web mid-thickness (see Fig. 3).4.4 The absorbed energy values obtained for subsize speci-mens shall not be less than the applicable values given in Table1, which are propor
20、tional to the absorbed energy valuesrequired for full-size specimens.4.5 Except as allowed by 4.6, the test temperature shall beas specified in the purchase order.4.6 The manufacturer shall have the option of using a lowertest temperature than is specified in the purchase order,provided that the abs
21、orbed energy values specified in thepurchase order are met.4.7 The actual test temperature used shall be reported withthe test results.5. Frequency of Testing5.1 Frequency (H) Heat Testing for Plates, Shapes, andBarsOne impact test (a set of three specimens) shall be madefor each 50 tons 45 Mg of th
22、e same type of product subjectNOTE 1LT (Longitudinal tensile test) For widths through 24 in. 600 mm, may be taken at any location, A through H.NOTE 2TT (Transverse tensile test) For widths over 24 in. 600 mm, may be taken at location B, C, F,orG.NOTE 3CIL (Charpy impact longitudinal) May be taken at
23、 any location, A through H.NOTE 4CIT (Charpy impact transverse) For widths over 24 in. 600 mm, may be taken at location B, C, F,orG.FIG. 1 Plate Test LocationNOTE 1CIL = Charpy impact longitudinal.NOTE 2Test coupon for impact specimens may be taken from locations A, B, C,orD as shown laid out at loc
24、ation A.FIG. 2 Shape Test LocationA673/A673M 07 (2012)2to the requirements of this specification produced on the samemill from the same heat of steel. The impact test(s) shall betaken from different as-rolled or heat-treated pieces. Impactspecimens shall be selected from the thickest material rolled
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