1、Designation: A1035/A1035M 13bA1035/A1035M 14Standard Specification forDeformed and Plain, Low-Carbon, Chromium, Steel Bars forConcrete Reinforcement1This standard is issued under the fixed designation A1035/A1035M; the number immediately following the designation indicates theyear of original adopti
2、on or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers deformed and plain low-carbon, chromium, steel
3、bars, deformed and plain for concretereinforcement in cut lengths and coils. coils for concrete reinforcement. The standard sizes and dimensions of deformed bars andtheir number designations are given in Table 1. The text of this specification references notes and footnotes which provideexplanatory
4、material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements ofthe specification.1.2 Bars are of two minimum yield strength levels as defined in 9.2: namely, 100 000 psi 690 MPa, and 120 000 psi 830 MPadesignated as Grade 100 690 and Grade 120 8
5、30, respectively.1.3 Deformed bars shall have a minimum yield strength and other tensile properties in accordance with Plain bars, in Table 2.Hot-rolled plain rounds in sizes up to and including 2.25 in. 57.2 mm 212 in. 63.5 mm in diameter in coils orand cut lengthswhen specified for dowels, spirals
6、, structural ties or bar supports lengths, when ordered shall be furnished under this specificationand shall also meet the tensile properties requirements ofin Grade 100 690 and Grade 120 830. For ductility properties(elongation and Table 2. Ductility properties for plain rounds shall be those of be
7、nding), test provisions of the nearest smallernominal diameter deformed bar size inshall Table 2. Requirements covering deformation dimensionsapply. Requirementsproviding for deformations and marking are not applicable to plain rounds.shall not be applicable.NOTE 1Welding of the material in this spe
8、cification should be approached with caution since no specific provisions 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.1.4 Requirements for alternate bar sizes are p
9、resented in Annex A1. The requirements in Annex A1 only apply when specifiedby the purchaser (see 4.2.4).1.5 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be considered as r
10、equirements of the specification.21.6 This specification is applicable for orders in either inch-pound units (as Specification A1035) or in SI units (as SpecificationA1035M).1.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the S
11、I unitsare shown in brackets. The values stated in each system aremay not be exact equivalents; therefore, each system mustshall be usedindependently of the other. Combining values from the two systems may result in nonconformancenon-conformance with thespecification.2. Referenced Documents2.1 ASTM
12、Standards:3A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet PilingA370 Test Methods and Definitions for Mechanical Testing of Steel Products1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and Relat
13、edAlloys and is the direct responsibility of Subcommittee A01.05on Steel Reinforcement.Current edition approved Oct. 1, 2013March 1, 2014. Published November 2013March 2014. Originally approved in 2004. Last previous edition approved in 2013 asA1035/A1035M 13a.A1035/A1035M 13b. DOI: 10.1520/A1035_A1
14、035M-13B.10.1520/A1035_A1035M-14.2 MMFX Technologies Corporation has several patented materials (US Patents #6,273,968, #6,709,534, #7,118,637, #7,214,278) that meet this specification. Interestedparties are invited to submit information regarding the identification of an alternative(s) to this pate
15、nted item to the ASTM International Headquarters. Your comments willreceive careful consideration at a meeting of the responsible technical committee,1 which you may attend.3 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For An
16、nual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not b
17、e 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 document.*A Summary of Changes section appears at the end o
18、f this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1A510A510/A510M Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel, and AlloySteelA510M Specification for General Requirements for Wir
19、e Rods and Coarse Round Wire, Carbon Steel (Metric) (Withdrawn2011)4A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment (Withdrawn 2014)4A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel ProductsE29 Practice for Using Significant Digi
20、ts in Test Data to Determine Conformance with Specifications2.2 U.S. Military Standard:5MIL-STD-129 Marking for Shipment and Storage2.3 U.S. Federal Standard:5Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 deformations, n
21、protrusions 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.3.1.2.1 DiscussionThe surface of the bar is provided with lugs or protrusions that inhibit longitudinal movement of the bar relative to th
22、e concretesurrounding the bar in such construction. The lugs or protrusions conform to the provisions of this specification.4 The last approved version of this historical standard is referenced on www.astm.org.5 Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700 Robbins Ave.
23、, Philadelphia, PA 19111-5094, Attn: NPODS. Or visit: http:/assist.daps.dla.mil/online.TABLE 1 Deformed Bar Designation Numbers, Nominal Weights Masses, Nominal Dimensions, and Deformation RequirementsBar DesignationNo.Nominal Weight, lb/ftNominal Mass, kg/mNominal DimensionsA Deformation Requiremen
24、ts, in. mmDiameter,in. mmCross-SectionalArea,in.2 mm2Perimeterin. mmMaximumAverageSpacingMinimumAverageHeightMaximum Gap(Chord of 12.5 %ofNominalPerimeter)3 10 0.376 0.560 0.375 9.5 0.11 71 1.178 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
25、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 0.60 387 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
26、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 5.313 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.
27、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 21.9A 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.TABLE 2 Tensile P
28、roperties RequirementsGrade 100 690 Grade 120 830Tensile strength, min, psi MPa 150 000 1030 150 000 1030Yield strength (0.2 % offset), min,psi MPa100 000 690 120 000 830Stress corresponding to anextension underload of 0.0035 in./in. 0.0035mm/mm,min, psi MPa80 000 550 90 000 620Elongation in 8 in. 2
29、00 mm, min,%:Bar Designation No.3 through 11 10 through 36 7 714, 18 43, 57 6 A1035/A1035M 1423.1.3 lot, nall the bars of one bar size orand pattern of deformationdeformations contained in an individual shipping releaseor shipping order.3.1.4 plain bar, nsteel bar without protrusions.3.1.5 rib, nlon
30、gitudinal protrusion on a deformed bar.4. Ordering Information4.1 Orders for low-carbon, chromium steel bars for concrete reinforcement under this specification shall contain the followinginformation:4.1.1 Quantity (weight) mass,4.1.2 Deformed or plain,4.1.3 Bar designation number (size) of deformed
31、 bars, or nomial diameter (size) of plain bars,4.1.4 Cut lengths or coils,4.1.5 Grade, and4.1.6 ASTM designation A1035 A1035M and year-date of issue.4.2 The purchaser shall have the option to specify additional requirements, including but not limited to, the following:4.2.1 Certified mill test repor
32、ts (see Section 16),4.2.2 Special package marking requirements (21.220.2),4.2.3 Other special requirements, if any, and4.2.4 Optional requirements of Annex A1.5. Materials and Manufacture5.1 The bars shall be rolled from properly identified heats of mold cast or strand cast steel using the basic oxy
33、gen,electric-furnace, or open-hearthsteel. The steel shall be made by any commercially accepted process.6. Chemical Composition6.1 The chemical analysis of each heat shall be determined in accordance with Test Methods, Practice, and Terminology A751.The manufacturer shall make the analysis on test s
34、amples taken preferably during the pouring of the heat. The percentages ofcarbon, manganese, phosphorus, sulfur, silicon, chromium, and nitrogen, shall be determined and reported as required in Section16.6.2 The chemical composition as shown by heat analysis shall be limited by the following:Element
35、 max, %ACarbon 0.15 %Chromium 8.0 to 10.9 %Manganese 1.5 %Nitrogen 0.05 %Phosphorus 0.035 %Sulfur 0.045 %Silicon 0.50 %A Maximum unless range is indicated percentages refer to weight mass percentages.7. Requirements for DeformationDeformations7.1 Deformations shall be spaced along the bar at substan
36、tially uniform 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
37、axis of the 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 s
38、pacing or 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 deformationson opposite sides of the bar shall not exceed 12
39、12 % of the nominal perimeter of the bar.Where the ends terminate in a longitudinalrib, the width of the longitudinal rib shall be considered the gap. Where more than two longitudinal ribs are involved, the totalwidth of all longitudinal ribs shall not exceed 25 % of the nominal perimeter of the bar
40、; furthermore, the summation of gaps shallnot 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 gap of deformations shall conform to the requirements prescribed in Table 1.A1035/A1035M 1438. Measu
41、rements of DeformationDeformations8.1 The average spacing of deformations shall be determined by measuring the length of a minimum of 10 spaces and dividingthat length by the number of spaces included in the measurement. The measurement shall begin from a point on a deformation atthe beginning of th
42、e 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 deformations shall be determined from measurements made on not less than
43、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.8.3 Insufficient height, insufficient circumferential coverage, or excessive spacing of deformations shal
44、l not constitute cause forrejection unless it has been clearly established by determinations on each lot tested that typical deformation height, gap, or spacingdo not conform to the minimum requirements prescribed in Section 7. No rejection shall be made on the basis of measurementsif fewer than ten
45、 adjacent deformations on each side of the bar are measured.9. Tensile Requirements9.1 The material, as represented by the test specimens, shall conform to the requirements for tensile properties prescribed inTable 2.9.2 The yield strength shall be determined by the offset method (0.2 % offset), des
46、cribed in Test Methods and Definitions A370.In addition, the stress corresponding to a tensile strain of 0.0035 shall be a minimum of 80 000 psi 550 MPa for Grade 100 and90 000 psi 620 MPa for Grade 120.NOTE 2The stress-strain curves for bars meeting this specification do not have a well-defined yie
47、ld point (that is, yield is not characterized by a sharpknee or discontinuity similarly to stainless steel bars). The provisions of 9.2 require that the yield strength (minimum 100 000 psi for Grade 100 690MPa and minimum 120 000 psi for Grade 120 830 MPa, respectively) be measured by the 0.2 % offs
48、et method and that the stress corresponding toa strain of 0.0035 be a minimum of 80 000 psi for Grade 100 and 90 000 psi 620 MPa for Grade 120. Experimental results for concrete beams reinforcedwith bars meeting this specification show that the flexural strength of under-reinforced members is conservatively predicted based on the yield strengthmeasured using the 0.2 % offset method. The minimum stress corresponding to a tensile strain of 0.0035 is required to ensure that the specified steel isat least as stiff at lower strains as lower-strength reinforcing bars.9.3 Whe
