ASTM A615 A615M-2018 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.pdf

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1、Designation: A615/A615M 16A615/A615M 18 American Association State Highway andTransportation Officials StandardAASHTO No.: M 31Standard Specification forDeformed and Plain Carbon-Steel Bars for ConcreteReinforcement1This standard is issued under the fixed designation A615/A615M; 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 U.S. Department of Defense.1. Scope*1.1 This specification covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. AnnexA2 of this specification covers deformed bars for use for other applications. Steel bars containing a

4、lloy additions, such as with theAssociation for Iron and Steel Technology and the Society of Automotive Engineers series of alloy steels, are permitted if theresulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars andtheir number d

5、esignations are given in Table 1.1.2 Bars Unless specified for use for other applications in AnnexA2, bars are of fivefour minimum yield strength levels: namely,40 000 psi 280 MPa, 60 000 psi 420 MPa, 75 000 psi 520 MPa, 80 000 psi 550 MPa, and 100 000 psi 690 MPa, designatedas Grade 40 280, Grade 6

6、0 420, Grade 75 520, Grade 80 550, and Grade 100 690, respectively.NOTE 1Grade 100 690 reinforcing bars were introduced in this specification in 2015. In contrast to the lower grades, which have ratios of specifiedtensile strength to specified yield strength that range from 1.31 to 1.5, Grade 100 69

7、0 reinforcing bars have a ratio of specified tensile strength tospecified yield strength of 1.15. Designers should be aware that there will, therefore, be a lower margin of safety and reduced warning of failure followingyielding when Grade 100 690 bars are used in structural members where strength i

8、s governed by the tensile strength of the reinforcement, primarilyin beams and slabs. If this is of concern, the purchaser has the option of specifying a minimum ratio of tensile strength to actual yield strength. Consensusdesign codes and specifications such as “Building Code Requirements for Struc

9、tural Concrete (ACI 318)” may not recognize Grade 100 690 reinforcingbars: therefore the 125 % of specified yield strength requirements in tension and compression are not applicable. Mechanical and welded splices shouldmeet a minimum specified tensile strength of 115 000 psi 790 MPa.NOTE 2Designers

10、need to be aware that design standards do not recognize the use of the No. 20 64 bar, the largest bar included in this specification.Structural members reinforced with No. 20 64 bars may require approval of the building official or other appropriate authority and require specialdetailing to ensure a

11、dequate performance at service and factored loads.1.3 Plain bars, in sizes up to and including 212 in. 63.5 mm in diameter in coils or cut lengths, when ordered shall be furnishedunder this specification in Grade 40 280, Grade 60 420, Grade 75 520, Grade 80 550, and Grade 100 690. For ductilityprope

12、rties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply.Requirements providing for deformations and marking shall not be applicable.NOTE 3Welding of the material in this specification should be approached with caution since no specific pr

13、ovisions have been included to enhanceits weldability. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used.The use of the latest edition of AWS D1.4 D1.4M is recommended. The AWS D1.4 D1.4M Welding Code describes the p

14、roper selection of the fillermetals and preheat/interpass temperatures, as well as performance and procedure qualification requirements.1.4 Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specifiedby the purchaser (see 4.2.5).1.5 The text

15、of this specification references notes and footnotes which provide explanatory material. These notes and footnotes(excluding those in tables) shall not be considered as requirements of the specification.1.6 This specification is applicable for orders in either inch-pound units (as Specification A615

16、) or in SI units (as SpecificationA615M).1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.Current edition approved Jan. 15, 2016July 1, 2018. Published March 2

17、016July 2018. Originally approved in 1968. Last previous edition approved in 20152016 asA615/A615M 15aA615/A615M 16.1. DOI: 10.1520/A0615_A0615M-16.10.1520/A0615_A0615M-18.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes

18、 have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official

19、 document.*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 States11.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within

20、the text, the SI unitsare shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be usedindependently of the other. Combining values from the two systems may result in non-conformance with the specification.1.8 This specificationstandard does n

21、ot purport to address all of the safety concerns, if any, associated with its use. It is theresponsibility of the user of this specificationstandard to establish appropriate safety safety, health, and healthenvironmentalpractices and determine the applicability of regulatory limitations prior to use

22、.1.9 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to T

23、rade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet PilingA370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA510/A510M Specification for General Requirements

24、for Wire Rods and Coarse Round Wire, Carbon Steel, and Alloy SteelA700 Guide for Packaging, Marking, and Loading Methods for Steel Products for ShipmentA706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete ReinforcementA751 Test Methods, Practices, and Terminology for Che

25、mical Analysis of Steel ProductsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE290 Test Methods for Bend Testing of Material for Ductility2.2 ACI Standard:3ACI 318 Building Code Requirements for Structural Concrete2.3 AWS Standard:4AWS D1.4D1.4M S

26、tructural Welding CodeReinforcing Steel2.4 U.S. Military Standard:5MIL-STD-129 Marking for Shipment and Storage2.5 U.S. Federal Standard:5Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Specification:3.1.1 deformations, ntransverse protr

27、usions on a deformed bar.3.1.2 deformed bar, nsteel bar with protrusions; a bar that is intended for use as reinforcement in reinforced concreteconstruction.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of AST

28、M Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.concrete.org.4 Available from American Welding Society (AWS), 8669 NW 36 Street, #130, Miami,

29、FL 33166-6672, http:/www.aws.org.5 Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.TABLE 1 Deformed Bar Designation Numbers, Nominal Weights Masses, Nominal Dimensions, and Deformation Requireme

30、ntsBar DesignationNo.Nominal Weight,lb/ftNominal Mass,kg/mNominal DimensionsA Deformation Requirements, in. mmDiameter,in. mmCross-SectionalArea,in. 2 mm2Perimeter,in. mmMaximumAverageSpacingMinimumAverageHeightMaximum Gap(Chord of 12.5 % ofNominal Perimeter)3 10 0.376 0.560 0.375 9.5 0.11 71 1.178

31、29.9 0.262 6.7 0.015 0.38 0.143 3.64 13 0.668 0.994 0.500 12.7 0.20 129 1.571 39.9 0.350 8.9 0.020 0.51 0.191 4.95 16 1.043 1.552 0.625 15.9 0.31 199 1.963 49.9 0.437 11.1 0.028 0.71 0.239 6.16 19 1.502 2.235 0.750 19.1 0.44 284 2.356 59.8 0.525 13.3 0.038 0.97 0.286 7.37 22 2.044 3.042 0.875 22.2 0

32、.60 387 2.749 69.8 0.612 15.5 0.044 1.12 0.334 8.58 25 2.670 3.973 1.000 25.4 0.79 510 3.142 79.8 0.700 17.8 0.050 1.27 0.383 9.79 29 3.400 5.060 1.128 28.7 1.00 645 3.544 90.0 0.790 20.1 0.056 1.42 0.431 10.910 32 4.303 6.404 1.270 32.3 1.27 819 3.990 101.3 0.889 22.6 0.064 1.63 0.487 12.411 36 5.3

33、13 7.907 1.410 35.8 1.56 1006 4.430 112.5 0.987 25.1 0.071 1.80 0.540 13.714 43 7.65 11.38 1.693 43.0 2.25 1452 5.32 135.1 1.185 30.1 0.085 2.16 0.648 16.518 57 13.60 20.24 2.257 57.3 4.00 2581 7.09 180.1 1.58 40.1 0.102 2.59 0.864 21.920 64B 16.69 24.84 2.500 63.5 4.91 3167 7.85 199.5 1.75 44.5 0.1

34、13 2.86 0.957 24.3A The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight mass per foot metre as the deformed bar.B Refer to Note 2.A615/A615M 1823.1.2.1 DiscussionThe surface of the bar is provided with protrusions that inhibit longitudinal mov

35、ement of the bar relative to the concretesurrounding the bar in such construction. The protrusions conform to the provisions of this specification.3.1.3 plain bar, nsteel bar without protrusions.3.1.4 rib, nlongitudinal protrusion on a deformed bar.4. Ordering Information4.1 Orders for carbon-steel

36、bars for concrete reinforcement under this specification shall contain the following information:4.1.1 Quantity (weight) mass,4.1.2 Deformed or plain,4.1.3 Bar designation number (size) of deformed bars, or nominal diameter (size) of plain bars4.1.4 Cut lengths or coils,4.1.5 Grade, and4.1.6 ASTM de

37、signation and year of issue.4.2 The purchaser shall have the option to specify additional requirements, including but not limited to, the following:4.2.1 Require bars in each bundle to be supplied from a single heat (19.1),4.2.2 Requirements for inspection (17.1),4.2.3 Special package marking requir

38、ements (20.2),4.2.4 Other special requirements, if any, and4.2.5 Optional requirements of Annex A1.5. Material and Manufacture5.1 The bars shall be rolled from properly identified heats of mold-cast or strand-cast steel. The steel shall be made by anycommercially accepted process.6. Chemical Composi

39、tion6.1 The chemical analysis of each heat of steel shall be determined in accordance with Test Methods, Practices, andTerminology A751. The manufacturer shall make the analysis on test samples taken preferably during the pouring of the heat. Thepercentages of carbon, manganese, phosphorus, and sulf

40、ur shall be determined. The phosphorus content thus determined shall notexceed 0.06 %.6.2 A product check, for phosphorus, made by the purchaser shall not exceed that specified in 6.1 by more than 25 %.7. Requirements for Deformations7.1 Deformations shall be spaced along the bar at substantially un

41、iform distances. The deformations on opposite sides of thebar shall be similar in size, shape, and pattern.7.2 The deformations shall be placed with respect to the axis of the bar so that the included angle is not less than 45. Wherethe line of deformations forms an included angle with the axis of t

42、he bar from 45 to 70 inclusive, the deformations shall alternatelyreverse in direction on each side, or those on one side shall be reversed in direction from those on the opposite side. Where theline of deformations is over 70, a reversal in direction shall not be required.7.3 The average spacing or

43、 distance between deformations on each side of the bar shall not exceed seven tenths of the nominaldiameter of the bar.7.4 The overall length of deformations shall be such that the gap (measured as a chord) between the ends of the deformationsshall not exceed 12.5 % of the nominal perimeter of the b

44、ar. Where the ends terminate in a rib, the width of the rib shall beconsidered as the gap between these ends. The summation of the gaps shall not exceed 25 % of the nominal perimeter of the bar.The nominal perimeter of the bar shall be 3.1416 times the nominal diameter.7.5 The spacing, height, and g

45、ap of deformations shall conform to the requirements prescribed in Table 1.8. Measurements of Deformations8.1 The average spacing of deformations shall be determined by measuring the length of a minimum of ten spaces and dividingthat length by the number of spaces included in the measurement. The me

46、asurement shall begin from a point on a deformation atthe beginning of the first space to a corresponding point on a deformation after the last included space. Spacing measurements shallnot be made over a bar area containing bar marking symbols involving letters or numbers.8.2 The average height of

47、deformations shall be determined from measurements made on not less than two typical deformations.Determinations shall be based on three measurements per deformation, one at the center of the overall length and the other twoat the quarter points of the overall length.A615/A615M 1838.3 Insufficient h

48、eight, insufficient circumferential coverage, or excessive spacing of deformations shall not constitute cause forrejection unless it has been clearly established by determinations on each lot (Note 4) tested that typical deformation height, gap,or spacing do not conform to the minimum requirements p

49、rescribed in Section 7. No rejection shall be made on the basis ofmeasurements if fewer than ten adjacent deformations on each side of the bar are measured.NOTE 4As used within the intent of 8.3, the term “lot” shall mean all the bars of one bar size and pattern of deformations contained in an individuals