ASTM A955 A955M-2015 Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement《混凝土钢筋用变形和普通不锈钢棒材的标准规格》.pdf

《ASTM A955 A955M-2015 Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement《混凝土钢筋用变形和普通不锈钢棒材的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A955 A955M-2015 Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement《混凝土钢筋用变形和普通不锈钢棒材的标准规格》.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A955/A955M 15Standard Specification forDeformed and Plain Stainless-Steel Bars for ConcreteReinforcement1This standard is issued under the fixed designation A955/A955M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, t

2、he 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. Scope*1.1 This specification covers deformed and plain stainless-steel bars for concrete reinforcement in cut length

3、s and coilsused in applications requiring resistance to corrosion or con-trolled magnetic permeability. The standard sizes and dimen-sions of deformed bars and their numerical designation shall bethose listed in Table 1. The text of this specification referencesnotes and footnotes which provide expl

4、anatory material. Thesenotes and footnotes (excluding those in tables and figures) shallnot be considered as requirements of the specification.1.1.1 Supplementary requirement (S1) of an optional natureis provided. It shall apply only when specified by the purchaser.In order to obtain a controlled ma

5、gnetic permeability product,steel conforming to Supplementary Requirement S1 should beordered.1.2 The chemical composition of the stainless steel alloyshall be selected for suitability to the application involved byagreement between the manufacturer and the purchaser. This isan important considerati

6、on in achieving the desired corrosionresistance or controlled magnetic permeability, or both, be-cause these properties are not provided by all stainless steels.NOTE 1The alloys shown in Table 2 have found the most use in NorthAmerica. Other alloys may also provide desired properties; consult withth

7、e manufacturer for stainless steel alloy properties and availability.1.3 Requirements for the relative deformation area of three-sided deformed bars are contained in Annex A4.1.4 Bars are of two minimum yield strength levels, namely,60 000 420 MPa and 75 000 psi 520 MPa, designated asGrade 60 420 an

8、d Grade 75 520, respectively.1.5 Plain bars in sizes up to and including 2 in. 50.8 mmin diameter in coils or cut lengths, when ordered, shall befurnished under this specification in Grade 60 420 and Grade75 520, respectively. Bending properties, when required,shall be by agreement between the manuf

9、acturer and purchaser.Requirements providing for deformations and marking shallnot be applicable to plain bars.1.6 Weldability of most stainless steel compositions isgenerally good, however, pre-weld or post-weld procedures, orboth, are necessary. Where material is to be welded, a weldingprocedure s

10、uitable for the chemical composition and intendeduse or service shall be used. Retesting of physical propertiesshould be considered following welding procedures dependingupon the steel composition and welding operation involved.NOTE 2It is recommended that the user consult the manufacturer forinform

11、ation available from the Nickel Development Institute (NIDI)(Toronto, Canada).1.7 This specification is applicable for orders in eitherinch-pound units (as Specification A955) or in SI units (asSpecification A955M).1.8 The values stated in either inch-pound or SI units are tobe regarded separately a

12、s standard. Within the text, the SI unitsare shown in brackets. The values stated in each system are notexact equivalents; therefore, each system shall be used inde-pendently of the other. Combining values from the two systemsmay result in nonconformance with the standard.1.9 This standard does not

13、purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:

14、2A6/A6M Specification for General Requirements for RolledStructural Steel Bars, Plates, Shapes, and Sheet PilingA276 Specification for Stainless Steel Bars and ShapesA342/A342M Test Methods for Permeability of WeaklyMagnetic MaterialsA370 Test Methods and Definitions for Mechanical Testingof Steel P

15、roducts1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.05 on Steel Reinforcement.Current edition approved March 1, 2015. Published March 2015. Originallyapproved in 1996. Last previous

16、 edition approved in 2014 as A955/A955M 14.DOI: 10.1520/A0955_A0955M-15.2For 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 AS

17、TM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1TABLE1DeformedBarDesignationNumbers,NominalWeightsMasses,NominalDimensions,andDeformationRequirementsBarDesign

18、ationNo.NominalWeight,lb/ftNominalMass,kg/mANominalDimensionsBDeformationRequirements,in.mm400Series;DuplexAlloys300SeriesDiameter,in.mmCross-Sectional Area,in.2mm2Perimeter,in.mmMaximumAverageSpacingMinimumAverageHeightMaximumGapperSideCTwo-SidedBarThree-SidedBar3100.3740.5560.3780.5620.3759.50.117

19、11.17829.90.2626.70.0150.380.1433.60.0972.54130.6791.0110.6861.0210.50012.70.201291.57139.90.3508.90.0200.510.1914.90.1293.35161.0481.5591.0581.5750.62515.90.311991.96349.90.43711.10.0280.710.2396.10.1624.16191.4952.2251.5112.2480.75019.10.442842.35659.80.52513.30.0380.970.2867.30.1944.97222.0383.03

20、22.0593.0640.87522.20.603672.74969.80.61215.50.0441.120.3348.50.2265.88252.6853.9952.7134.0371.00025.40.795103.14279.80.70017.80.0501.270.3839.70.2596.69293.3965.0533.4415.1061.12828.71.006453.54490.00.79020.10.0561.420.43110.90.2927.410324.3126.4164.3586.4841.27032.31.278193.990101.30.88922.60.0641

21、.630.48712.40.3298.311365.2967.8805.3527.9641.41035.81.5610064.430112.50.98725.10.0711.800.54013.70.3659.314437.6411.377.7211.491.69343.02.2514525.32135.11.18530.10.0852.160.64816.50.43811.1185713.5920.2213.7220.432.25757.34.0025817.09180.11.5840.10.1022.590.86421.90.58414.8AThe400andDuplex-AlloySer

22、iesisbasedonadensityof489.59lb/ft37833.4kg/m3.The300Seriesisbasedonadensityof494.78lb/ft37916.5kg/m3.Densityvarieswithalloycontentwhichmayresultinavariationofseveralpercent.BThenominaldimensionsofadeformedbarareequivalenttothoseofaroundbarhavingthesameweightmassperfootmetreasthedeformedbar.CThemaxim

23、umgap(measuredasachord)betweentheendsofthedeformationsshallnotexceed25%nofthenominalperimeterofthebar,wherenisthenumberoflongitudinalgapsorlongitudinalribsaroundtheperimeterofthebar.A955/A955M 152A510 Specification for General Requirements for Wire Rodsand Coarse Round Wire, Carbon SteelA510M Specif

24、ication for General Requirements for WireRods and Coarse Round Wire, Carbon Steel (Metric)(Withdrawn 2011)3A700 Guide for Packaging, Marking, and Loading Methodsfor Steel Products for ShipmentA751 Test Methods, Practices, and Terminology for Chemi-cal Analysis of Steel ProductsC192/C192M Practice fo

25、r Making and Curing Concrete TestSpecimens in the LaboratoryE29 Practice for Using Significant Digits in Test Data toDetermine Conformance with SpecificationsE290 Test Methods for Bend Testing of Material for Ductil-ityG15 Terminology Relating to Corrosion and Corrosion Test-ing (Withdrawn 2010)32.2

26、 U.S. Military Standard:4MIL-STD-129 Marking for Shipment and Storage2.3 U.S. Federal Standard:4Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Specification:3.1.1 deformations, ntransverse protrusions on a de-formed bar.3.1.2 deformed b

27、ar, nsteel bar with protrusions; a bar thatis intended for use as reinforcement in reinforced concreteconstruction.3.1.2.1 DiscussionThe surface of the bar is provided withprotrusions that inhibit longitudinal movement of the barrelative to the concrete surrounding the bar in such construc-tion. The

28、 protrusions conform to the provisions of this speci-fication.3.1.3 plain bar, nsteel bar without protrusions.3.1.4 relative deformation area, nthe ratio of the defor-mation bearing area (projected deformation area normal to thebar axis) to the shearing area (nominal bar perimeter times theaverage s

29、pacing of the deformations.3.1.5 rib, nlongitudinal protrusion on a deformed bar.3.1.6 stainless steel, na steel that contains 11 % or morechromium.3.1.7 three-sided bar, ndeformed steel bar with three rowsof transverse deformations.3.1.8 two-sided bar, ndeformed steel bar with two rows oftransverse

30、 deformations.4. Ordering Information4.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for material ordered to thisspecification. Such requirements shall include but are notlimited to the following:4.1.1 Quantity (weight) mass,4.1.2 Name of material (d

31、eformed and plain stainless steelbars for concrete reinforcement),4.1.3 Chemical composition (stainless steel alloy),4.1.4 Heat treatment condition,4.1.5 Size,4.1.6 Cut lengths or coils,4.1.7 Deformed or plain,4.1.8 Grade (strength level),4.1.9 Descaling method and finish,4.1.10 Packaging (see Secti

32、on 24),4.1.11 Supplementary requirement (if desired), and4.1.12 ASTM designation and year of issue.5. Materials and Manufacture5.1 The bars shall be rolled from properly identified heats ofmold or strand cast steel.5.2 Bars shall be furnished in one of the following heattreatment conditions, as show

33、n in Specification A276, and asneeded to meet the requirements of this specification.5.2.1 Annealed (A).5.2.2 Hot rolled (HR).5.2.3 Strain hardened (B).3The last approved version of this historical standard is referenced onwww.astm.org.4Available from Standardization Documents Order Desk, DODSSP, Bl

34、dg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.TABLE 2 Chemical Requirements of Typical AlloysAUNSDesignationComposition %Type Carbon Manganese Phosphorus Sulfur Silicon Chromium Nickel Molybdenum NitrogenS24000 XM-29 0.08 11.50-14.500.060 0.030 1.00 17.00-

35、19.002.25-3.750.20-0.40S24100 XM-28 0.15 11.00-14.000.060 0.030 1.00 16.50-19.000.50-2.500.20-0.45S30400 304 0.08 2.00 0.045 0.030 1.00 18.00-20.008.00-10.500.10S31603 316L 0.03 2.00 0.045 0.030 1.00 16.00-18.0010.00-14.002.00-3.00 0.10S31653 316LN 0.03 max 2.00 0.045 0.030 1.00 16.00-18.0010.00-14.

36、002.00-3.00 0.10-0.16S31803 0.03 2.00 0.030 0.020 1.00 21.00-23.004.50-6.502.50-3.50 0.08-0.20AMaximum, unless otherwise indicated.A955/A955M 153NOTE 3The mechanical properties of the material result from the heattreat condition of the material. Any further heat treatment of the materialmay alter th

37、ose properties and affect their ability to meet the specifiedstrength level. No re-treatment should be imposed without retesting to therequirements of this specification.6. Chemical Composition6.1 The chemical analysis of each heat of steel shall bedetermined in accordance with Test Methods, Practic

38、es, andTerminology A751. The manufacturer shall make the analysison test samples taken preferably during the pouring of the heat.6.2 The chemical composition agreed to between manufac-turer and purchaser shall conform to the requirements in Table1 of Specification A276.7. Requirements for Deformatio

39、ns7.1 Deformations shall be spaced along the bar at substan-tially uniform distances. The deformations on all sides of thebar shall be similar in size, shape, and pattern.7.2 The deformations shall be placed with respect to the axisof the bar so that the included angle is not less than 45. Wherethe

40、line of deformations forms an included angle with the axisof the bar of from 45 to 70 inclusive, the deformations on atwo-sided bar shall alternately reverse in direction on each sideor those on one side shall be reversed in direction from thoseon the opposite side. The deformations on three-sided b

41、arsshall reverse on one of the three sides (see Fig. 1). Where theline of deformation is over 70, a reversal in direction is notrequired.7.3 The average spacing or distance between deformationson each side of the bar shall not exceed seven tenths of thenominal diameter of the bar.7.4 The overall len

42、gth of deformations shall be such that thegap (measured as a chord) between the ends of the deforma-tions shall not exceed 25 % n, where n is the number oflongitudinal gaps or longitudinal ribs, of the nominal perimeterof the bar. Where the ends of the deformations terminate in alongitudinal rib, th

43、e width of the longitudinal rib shall beconsidered as the gap between these ends. The summation ofthe gaps shall not exceed 25 % of the nominal perimeter of thebar. The nominal perimeter of the bar shall be 3.1416 times thenominal diameter.7.5 The spacing, height, and gap of deformations shallconfor

44、m to the requirements prescribed in Table 1.8. Measurement of Deformations8.1 The average spacing of deformations shall be deter-mined by measuring the length of a minimum of ten spaces anddividing that length by the number of spaces included in themeasurement. The measurement shall begin from a poi

45、nt on adeformation at the beginning of the first space to a correspond-ing point on a deformation after the last included space.Spacing measurements shall not be made over a bar areacontaining bar marking symbols.8.2 The average height of deformations shall be determinedfrom measurements made on not

46、 less than two typical defor-mations. Determinations shall be based on three measurementsper deformation, one at the center of the overall length and theother two at the quarter points of the overall length.8.3 For three-sided bars, the relative deformation area, Rd,shall meet the requirements of An

47、nex A4.8.4 Insufficient height, insufficient circumferentialcoverage, or excessive spacing of deformations shall notconstitute cause for rejection unless it has been clearly estab-lished by determinations on each lot (Note 4) tested that typicaldeformation height, gap, or spacing does not conform to

48、 theminimum requirements prescribed in Section 7. No rejectionshall be made on the basis of measurements if fewer than tenadjacent deformations on each side of the bar are measured.NOTE 4A lot, for this purpose, is defined as all the bars of one barnumber and pattern of deformation contained in an i

49、ndividual shippingrelease or shipping order.9. Tensile Requirements9.1 The material, as represented by the test specimens, shallconform to the requirements for tensile properties prescribed inTable 3.FIG. 1 Typical Three-Sided Deformed BarA955/A955M 1549.2 The yield strength shall be determined by the offsetm