Designation: A1008/A1008M − 12aStandard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable1 This standard is issued under the fixed designation A1008/A1008M; the number immediately following the designation indicates the year of 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. 1. Scope* E646 Test Method for Tensile Strain-Hardening Exponents 1.1 This specification covers cold-rolled, carbon, structural, (n -Values) of Metallic Sheet Materials high-strength low-alloy, high-strength low-alloy with im- proved formability, solution hardened, and bake hardenable 3. Terminology steel sheet, in coils and cut lengths. 3.1 Definitions of Terms Specific to This Standard: 1.2 Cold rolled steel sheet is available in the designations as 3.1.1 For definitions of other terms used in this listed in 4.1. specification, refer to Terminology A941. 3.1.2 aging—loss of ductility with an increase in hardness, 1.3 This specification does not apply to steel strip as yield strength, and tensile strength that occurs when steel that described in Specification A109/A109M. has been slightly cold worked (such as by temper rolling) is 1.4 The values stated in either SI units or inch-pound units stored for some time. are to be regarded separately as standard. The values stated in 3.1.2.1 Discussion—Aging increases the tendency of a steel each system may not be exact equivalents; therefore, each to exhibit stretcher strains and fluting. system shall be used independently of the other. Combining 3.1.3 bake hardenable steel—steel in which significant ag- values from the two systems may result in non-conformance ing is realized when moderate heat treatment, such as that used with the standard. for paint baking, follows straining or cold working. 2. Referenced Documents 3.1.4 inclusion control, n—the process of reducing the volume fraction of inclusions or modifying the shape of 2.1 ASTM Standards:2 inclusions to improve formability, weldability, and machinabil- A109/A109M Specification for Steel, Strip, Carbon (0.25 ity. Maximum Percent), Cold-Rolled 3.1.4.1 Discussion—Inclusions, especially those elongated A370 Test Methods and Definitions for Mechanical Testing during the rolling process, create the conditions for initiating of Steel Products and/or propagating cracks when the material is stretched or A568/A568M Specification for Steel, Sheet, Carbon, bent during the manufacture of a part. The adverse effects of Structural, and High-Strength, Low-Alloy, Hot-Rolled and inclusions are minimized by reducing the content of inclusions Cold-Rolled, General Requirements for in the steel and/or by altering the shape of inclusions through A941 Terminology Relating to Steel, Stainless Steel, Related the use of additions during the steelmaking process that change Alloys, and Ferroalloys the elongated shape of the inclusions to less harmful small, E18 Test Methods for Rockwell Hardness of Metallic Ma- well dispersed globular inclusions. terials E517 Test Method for Plastic Strain Ratio r for Sheet Metal 3.1.5 solid-solution hardened steel or solution hardened steel—steel strengthened through additions of elements, such as Mn, P, or Si, that can be dissolved within the crystalline 1 This specification is under the jurisdiction of ASTM Committee A01 on Steel, structure of steels. Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee 3.1.5.1 Discussion—Alloying elements that form a solid- A01.19 on Steel Sheet and Strip. solution with iron provide strengthening as a result of local Current edition approved Nov. 1, 2012. Published November 2012. Originally approved in 2000. Last previous edition approved in 2012 as A1008/A1008M – 12. distortions in atomic arrangements, which arise as a result of DOI: 10.1520/A1008_A1008M-12a. the mismatch between the atomic sizes of such elements and 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or that of iron. contact ASTM Customer Service at
[email protected]. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on 3.1.6 stabilization—addition of one or more nitride- or the ASTM website. carbide-forming elements, or both, such as titanium and *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 19428-2959. United States Copyright ASTM International Provided by IHS under license with ASTM 1Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a columbium, to control the level of the interstitial elements of 5.1.2.2 When a class is not specified for HSLAS, Class 1 carbon and nitrogen in the steel. will be furnished (see 4.1); 3.1.6.1 Discussion—Stabilizing improves formability and 5.1.2.3 When a type is not specified for SS 33 [230] and SS increases resistance to aging. 40 [275], Type 1 will be furnished (see 4.1); 3.1.7 vacuum degassing—process of refining liquid steel in 5.1.3 Classification (either exposed, unexposed, temper which the liquid is exposed to a vacuum as part of a special rolled, or annealed last) (see 4.3); technique for removing impurities or for decarburizing the 5.1.4 Finish (see 9.1); steel. 5.1.5 Oiled or not oiled, as required (see 9.2); 5.1.6 Dimensions (thickness, width, and whether cut lengths 4. Classification or coils); 4.1 Cold-rolled steel sheet is available in the following NOTE 2—Not all producers are capable of meeting all the limitations of the thickness tolerance tables in Specification A568/A568M. The pur- designations: chaser should contact the producer regarding possible limitations prior to 4.1.1 Commercial Steel (CS Types A, B, and C), placing an order. 4.1.2 Drawing Steel (DS Types A and B), 5.1.7 Coil size (must include inside diameter, outside NOTE 1—CS Type B and DS Type B describe the most common product diameter, and maximum weight); previously included, respectively, in Specifications A366/A366M and 5.1.8 Copper bearing steel (if required); A620/A620M. 5.1.9 Quantity; 4.1.3 Deep Drawing Steel (DDS), 5.1.10 Application (part identification and description); 4.1.4 Extra Deep Drawing Steel (EDDS), 5.1.11 A report of heat analysis will be supplied, if 4.1.5 Structural Steel (SS grades 25[170], 30[205], 33[230] requested, for CS, DS, DDS, and EDDS. For materials with Types 1 and 2, 40[275] Types 1 and 2, 45[310], 50[340], required mechanical properties, SS, HSLAS, HSLAS-F, SHS, 60[410], 70[480], and 80[550]). and BHS, a report is required of heat analysis and mechanical 4.1.6 High-Strength Low-Alloy Steel (HSLAS, in classes 1 properties as determined by the tension test, and and 2, in grades 45[310], 50[340]. 55[380], 60[410], 65[450], 5.1.12 Special requirements (if any). and 70[480] in Classes 1 and 2), and 5.1.12.1 When the purchaser requires thickness tolerances 4.1.7 High-Strength Low-Alloy Steel with Improved Form- for 3⁄8 in. [10 mm] minimum edge distance (see Supplementary ability (HSLAS-F grades 50[340], 60[410], 70[480], and Requirement in Specification A568/A568M), this requirement 80[550]). shall be specified in the purchase order or contract. 4.1.7.1 HSLAS-F steel has improved formability when NOTE 3—A typical ordering description is as follows: ASTM A compared to HSLAS. The steel is fully deoxidized, made to 1008-XX, cold rolled steel sheet, CS Type A, exposed, matte finish, oiled, fine grain practice and includes microalloying elements such as 0.035 by 30 in. by coil, ID 24 in., OD 48 in., max weight 15 000 lbs, columbium, vanadium, zirconium, etc. The steel shall be 100 000 lb, for part No. 4560, Door Panel. or: treated to achieve inclusion control. ASTM A 1008M-XX, cold-rolled steel sheet, SS grade 275, unexposed, 4.1.8 Solution hardened steel (SHS), and matte finish, oiled, 0.88 mm by 760 mm by 2440 mm, 10 000 kg, for shelf 4.1.9 Bake hardenable steel (BHS). bracket. 4.2 When required for HSLAS and HSLAS-F steels, limi- 6. General Requirements for Delivery tations on the use of one or more of the microalloy elements 6.1 Material furnished under this specification shall con- shall be specified on the order. form to the applicable requirements of the current edition of 4.3 Cold-rolled steel sheet is supplied for either exposed or Specification A568/A568M unless otherwise provided herein. unexposed applications. Within the latter category, cold-rolled 7. Chemical Composition sheet is specified either “temper rolled” or “annealed last.” For details on processing, attributes and limitations, and inspection 7.1 The heat analysis of the steel shall conform to the standards, refer to Specification A568/A568M. chemical composition requirements of the appropriate desig- nation shown in Table 1 for CS, DS, DDS, and EDDS and in 5. Ordering Information Table 2 for SS, HSLAS, HSLAS-F, SHS, and BHS. 5.1 It is the purchaser’s responsibility to specify in the 7.2 Each of the elements listed in Table 1 and Table 2 shall purchase order all ordering information necessary to describe be included in the report of the heat analysis. When the amount the required material. Examples of such information include, of copper, nickel, chromium, or molybdenum is less than but are not limited to, the following: 0.02 %, report the analysis as <0.02 % or the actual determined 5.1.1 ASTM specification number and year of issue; value. When the amount of vanadium, columbium, or titanium 5.1.2 Name of material and designation (cold-rolled steel is less than 0.008 %, report the analysis as <0.008 % or the sheet) (include grade, type, and class, as appropriate, for CS, actual determined value. When the amount of boron is less than DS, DDS, EDDS, SS, HSLAS, HSLAS-F, SHS, or BHS) (see 0.0005 %, report the analysis as <0.0005 % or the actual 4.1); determined value. 5.1.2.1 When a type is not specified for CS or DS, Type B 7.3 Sheet steel grades defined by this specification are will be furnished (see 4.1); suitable for welding if appropriate welding conditions are --``,````,`,,,`,```,`,,,,``,` Copyright ASTM International Provided by IHS under license with ASTM 2Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a TABLE 1 Chemical CompositionA For Cold Rolled Steel Sheet Designations CS, DS, DDS, and EDDS % Heat Analysis, Element Maximum Unless Otherwise Shown Designation C Mn P S Al Si Cu Ni CrB Mo V Cb TiC N B CS Type AD,E,F,G 0.10 0.60 0.030 0.035 ... ... 0.20H 0.20 0.15 0.06 0.008 0.008 0.025 ... ... CS Type BD 0.02 to 0.60 0.030 0.035 ... ... 0.20H 0.20 0.15 0.06 0.008 0.008 0.025 ... ... 0.15 CS Type CD,E,F,G 0.08 0.60 0.10 0.035 ... ... 0.20H 0.20 0.15 0.06 0.008 0.008 0.025 ... ... DS Type AE,I 0.08 0.50 0.020 0.030 0.01 min ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... ... DS Type B 0.02 to 0.50 0.020 0.030 0.02 min ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... ... 0.08 DDSF,G 0.06 0.50 0.020 0.025 0.01 min ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... ... EDDSJ 0.02 0.40 0.020 0.020 0.01 min ... 0.10 0.10 0.15 0.03 0.10 0.10 0.15 ... ... A Where an ellipsis (. . .) appears in the table, there is no requirement, but the analysis result shall be reported. B Chromium is permitted, at the producer’s option, to 0.25 % maximum when the carbon content is less than or equal to 0.05 %. C For steels containing 0.02 % or more carbon, titanium is permitted at the producer’s option, to the lesser of 3.4N + 1.5S or 0.025 %. D When an aluminum deoxidized steel is required for the application, it is permissible to order Commercial Steel (CS) to a minimum of 0.01 % total aluminum. E Specify Type B to avoid carbon levels below 0.02 %. F It is permissible to furnish as a vacuum degassed or chemically stabilized steel, or both, at the producer’s option. G For carbon levels less than or equal to 0.02 %, it is permissible to use vanadium, columbium or titanium, or a combination thereof, as stabilizing elements at the producer’s option. In such cases, the applicable limit for vanadium or columbium shall be 0.10 % max. and the limit on titanium shall be 0.15 % max. H When copper steel is specified, the copper limit is a minimum requirement. When copper steel is not specified, the copper limit is a maximum requirement. I If produced utilizing a continuous anneal process, stabilized steel is permissible at the producer’s option, and Footnotes F and G apply. J Shall be furnished as a vacuum degassed and stabilized steel. TABLE 2 Chemical CompositionA For Cold Rolled Steel Sheet Designations SS, HSLAS, HSLAS-F, SHS, and BHS % Heat Analysis, Element Maximum Unless Otherwise Shown Designation C Mn P S Al Si CuB Ni Cr Mo V Cb Ti N SS:C Grade 25 [170] 0.20 0.60 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 30 [205] 0.20 0.60 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 33 [230] Type 1 0.20 0.60 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 33 [230] Type 2 0.15 0.60 0.20 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 40 [275] Type 1 0.20 1.35 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 40 [275] Type 2 0.15 0.60 0.20 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 45 [310] 0.20 1.35 0.070 0.025 0.08 0.60 0.20 0.20 0.15 0.06 0.008 0.008 0.008 0.030 Grade 50 [340] 0.20 1.35 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 60 [410] 0.20 1.35 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 70 [480] 0.20 1.35 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... Grade 80 [550] 0.20 1.35 0.035 0.035 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.025 ... HSLAS:D Grade 45 [310] Class 1 0.22 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 45 [310] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 50 [340] Class 1 0.23 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 50 [340] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 55 [380] Class 1 0.25 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 55 [380] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 60 [410] Class 1 0.26 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . Grade 60 [410] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min . . . E Grade 65 [450] Class 1 0.26 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min E Grade 65 [450] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min E Grade 70 [480] Class 1 0.26 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.16 0.005 min 0.005 min 0.005 min E Grade 70 [480] Class 2 0.15 1.65 0.04 0.04 . . . . . . 0.20 0.20 0.15 0.16 0.005 min 0.005 min 0.005 min HSLAS-F:D E Grade 50 [340] and 60 [410] 0.15 1.65 0.020 0.025 ... ... 0.20 0.20 0.15 0.06 0.005 min 0.005 min 0.005 min E Grade 70 [480] and 80 [550] 0.15 1.65 0.020 0.025 ... ... 0.20 0.20 0.15 0.16 0.005 min 0.005 min 0.005 min SHSF 0.12 1.50 0.12 0.030 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.008 ... F BHS 0.12 1.50 0.12 0.030 ... ... 0.20 0.20 0.15 0.06 0.008 0.008 0.008 ... A Where an ellipsis (. . .) appears in the table, there is no requirement but, the analysis shall be reported. B When copper is specified, the copper limit is a minimum requirement. When copper steel is not specified, the copper limit is a maximum requirement. C Titanium is permitted for SS designations, at the producer’s option, to the lesser of 3.4N + 1.5S or 0.025 %. D HSLAS and HSLAS-F steels contain the strengthening elements columbium (niobium), vanadium, titanium, and molybdenum added singly or in combination. The minimum requirements only apply to the microalloy elements selected for strengthening of the steel. E The purchaser has the option of restricting the nitrogen content. It should be noted that, depending on the microalloying scheme (for example, use of vanadium) of the producer, nitrogen may be a deliberate addition. Consideration should be made for the use of nitrogen binding elements (for example, vanadium, titanium). F For carbon levels less than or equal to 0.02 % vanadium, columbium, or titanium, or a combination thereof, are permitted to be used as stabilizing elements at the producer’s option. In such cases, the applicable limit for vanadium and columbium shall be 0.10 % max., and the limit for titanium shall be 0.15 % max. Copyright ASTM International 3Licensee=ISATIS Group --``,````,`,,,`,``` Provided by IHS under license with ASTM http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a selected. For certain welding processes, if more restrictive 8.2.3.4 Tension test specimens shall be taken from the full composition limits are desirable, they shall be specified at the thickness of the sheet. time of inquiry and confirmed at the time of ordering. 8.2.3.5 Tension test specimens shall be taken from a loca- tion approximately halfway between the center of the sheet and 8. Mechanical Properties the edge of the material as rolled. 8.1 CS, DS, DDS, and EDDS: 8.2.3.6 Tension test samples shall be taken with the length- 8.1.1 Typical nonmandatory mechanical properties for CS, wise axis of the test specimen parallel to the rolling direction DS, DDS and EDDS are shown in Table 3. (longitudinal test). 8.1.2 The material shall be capable of being bent, at room temperature, in any direction through 180° flat on itself without 8.2.3.7 Test Method—Yield strength shall be determined by cracking on the outside of the bent portion (see Section 14 of either the 0.2 % offset method or the 0.5 % extension under Test Methods and Definitions A370). The bend test is not a load method unless otherwise specified. requirement of delivery. However, if testing is performed by 8.2.3.8 Bake hardenable steel shall conform to bake hard- the purchaser, material not conforming to the requirement shall ening index requirements included in Table 5 for the grade be subject to rejection. specified. The method for measuring the bake hardening index 8.1.3 Sheet of these designations except for EDDS are is described in Annex A1. Bake hardenable steel shall exhibit subject to aging dependent upon processing factors such as the a minimum increase in yield strength of 4 ksi [25 MPa] as method of annealing (continuous annealing or box annealing), based on the upper yield point or 3 ksi [20 MPa] as based on and chemical composition. For additional information on the lower yield stress, after a prestrained specimen has been aging, see Appendix X1 of Specification A568/A568M. exposed to a standard bake cycle (340°F [170°C]) for 20 min. 8.1.4 EDDS steel is stabilized to be nonaging and so is not 8.2.4 Bending Properties: subject to stretcher strains and fluting. Other steels are pro- 8.2.4.1 The suggested minimum inside radii for cold bend- cessed to be nonaging; please consult your supplier. ing are listed in Appendix X1 and is discussed in more detail 8.2 SS, HSLAS, HSLAS-F, SHS, and BHS: in Specification A568/A568M (Section 6). Where a tighter 8.2.1 The available strength grades for SS, HSLAS and bend radius is required, where curved or offset bends are HSLAS-F are shown in Table 4. involved, or where stretching or drawing are also a 8.2.2 The available strength grades for SHS and BHS are consideration, the producer shall be consulted. shown in Table 5. 8.2.3 Tension Tests: 9. Finish and Appearance 8.2.3.1 Requirements—Material as represented by the test specimen shall conform to the mechanical property require- 9.1 Surface Finish: ments specified in Table 4. These requirements do not apply to 9.1.1 Unless otherwise specified, the sheet shall have a the uncropped ends of unprocessed coils. matte finish. When required, specify the appropriate surface 8.2.3.2 Number of Tests—Two tension tests shall be made texture and condition. For additional information, see the from each heat or from each 50 tons [45 000 kg]. When the Finish and Condition section of Specification A568/A568M. amount of finished material from a heat is less than 50 tons For additional information see “Finish and Condition” sec- [45 000 kg], one test shall be made. When material rolled from tion of Specification A568/A568M. heat differs 0.050 in. [1.27 mm] or more in thickness, one tension test shall be made from the thickest and thinnest 9.2 Oiling: material regardless of the weight represented. 9.2.1 Unless otherwise specified, the sheet shall be oiled. 8.2.3.3 Tension test specimens shall be taken at a point 9.2.2 When required, specify the sheet to be furnished not immediately adjacent to the material to be qualified. oiled (dry). TABLE 3 Typical Ranges of Mechanical PropertiesA (Nonmandatory)B For Cold Rolled Steel Sheet Designations CS, DS, DDS and EDDS Designation Yield StrengthC Elongation in 2 in. [50 rm ValueD n-ValueE mm] %C ksi MPa F F CS Types A, B, and C 20 to 40 [140 to 275] $30 DS Types A and B 22 to 35 [150 to 240] $36 1.3 to 1.7 0.17 to 0.22 DDS 17 to 29 [115 to 200] $38 1.4 to 1.8 0.20 to 0.25 EDDS 15 to 25 [105 to 170] $40 1.7 to 2.1 0.23 to 0.27 A These typical mechanical properties apply to the full range of steel sheet thicknesses. The yield strength tends to increase, the elongation decreases and some of the formability values tend to decrease as the sheet thickness decreases. B The typical mechanical property values presented here are nonmandatory. They are provided to assist the purchaser in specifying a suitable steel for a given application. Values outside of these ranges are to be expected. C Yield Strength and elongation are measured in the longitudinal direction in accordance with Test Methods and Definitions A370. D Average plastic strain ratio (rm value) as determined by Test Method E517. E The strain hardening exponent (n-value) as determined by Test Method E646. F No typical properties have been established. --``,````,`,,,`,```,`,,,,``,```-`-`,,`,,`,`,,`--- Copyright ASTM International Provided by IHS under license with ASTM 4Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a TABLE 4 Mechanical Property RequirementsA For Cold Rolled Steel Sheet Designations SS, HSLAS, and HSLAS-F Designation Yield Strength, min Tensile Strength, min Elongation in 2 in. or 50 mm, min, % ksi [MPa] ksi [MPa] SS: Grade 25 [170] 25 [170] 42 [290] 26 Grade 30 [205] 30 [205] 45 [310] 24 Grade 33 [230] Types 1 33 [230] 48 [330] 22 and 2 Grade 40 [275] Types 1 40 [275] 52 [360] 20 and 2 Grade 45 [310] 45 [310] 60 [410] 20 Grade 50 [340] 50 [340] 65 [450] 18 Grade 60 [410] 60 [410] 75 [520] 12 Grade 70 [480] 70 [480] 85 [585] 6 Grade 80 [550] 80B [550] 82 [565] C HSLAS: Grade 45 [310] Class 1 45 [310] 60 [410] 22 Grade 45 [310] Class 2 45 [310] 55 [380] 22 Grade 50 [340] Class 1 50 [340] 65 [450] 20 Grade 50 [340] Class 2 50 [340] 60 [410] 20 Grade 55 [380] Class 1 55 [380] 70 [480] 18 Grade 55 [380] Class 2 55 [380] 65 [450] 18 Grade 60 [410] Class 1 60 [410] 75 [520] 16 Grade 60 [410] Class 2 60 [410] 70 [480] 16 Grade 65 [450] Class 1 65 [450] 80 [550] 15 Grade 65 [450] Class 2 65 [450] 75 [520] 15 Grade 70 [480] Class 1 70 [480] 85 [585] 14 Grade 70 [480] Class 2 70 [480] 80 [550] 14 HSLAS-F: Grade 50 [340] 50 [340] 60 [410] 22 Grade 60 [410] 60 [410] 70 [480] 18 Grade 70 [480] 70 [480] 80 [550] 16 Grade 80 [550] 80 [550] 90 [620] 14 A For coil products, testing by the producer is limited to the end of the coil. Mechanical properties throughout the coil shall comply with the minimum values specified. B On this full-hard product, the yield strength approaches the tensile strength and since there is no halt in the gage or drop in the beam, the yield point shall be taken as the yield stress at 0.5 % extension under load. C There is no requirement for elongation in 2 in. for SS Grade 80. TABLE 5 Mechanical Property RequirementsA,B For Cold Rolled Steel Sheet Designations SHS and BHS --``,````,`,,,`,```,`,,,,``,```-`-`,,`,,`,`,,`--- Designation Yield Strength, min Tensile Strength, min Elongation in Bake Hardening Index, min 2 in. or 50 Upper Yield/Lower Yield mm, min., % ksi [MPa] ksi [MPa] ksi [MPa] SHS: Grade 26 [180] 26 [180] 43 [300] 32 ... ... Grade 31 [210] 31 [210] 46 [320] 30 ... ... Grade 35 [240] 35 [240] 50 [340] 26 ... ... Grade 41 [280] 41 [280] 53 [370] 24 ... ... Grade 44 [300] 44 [300] 57 [390] 22 ... ... BHS: Grade 26 [180] 26 [180] 43 [300] 30 4/3 25/20 Grade 31 [210] 31 [210] 46 [320] 28 4/3 25/20 Grade 35 [240] 35 [240] 50 [340] 24 4/3 25/20 Grade 41 [280] 41 [280] 53 [370] 22 4/3 25/20 Grade 44 [300] 44 [300] 57 [390] 20 4/3 25/20 A Where an ellipsis (. . .) appears in the table, there is no requirement. B For coil products, testing by the producer is limited to the end of the coil. Mechanical properties throughout the coil shall comply with the minimum values specified. 10. Retests and Disposition of Non-Conforming Material unsatisfactory test result is suspected to be the consequence of 10.1 Retests, conducted with the requirements of Section the test method procedure. 11.1 of Specification A568/A568M, are permitted when an Copyright ASTM International Provided by IHS under license with ASTM 5Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a 10.2 Disposition of non-conforming material shall be sub- an electronic data interchange (EDI) transmission shall be ject to the requirements of Section 11.2 of Specification regarded as having the same validity as a counterpart printed in A568/A568M. the certifier’s facility. The content of the EDI transmitted document must meet the requirements of the invoked ASTM 11. Certification standard(s) and conform to any existing EDI agreement be- tween the purchaser and the supplier. Notwithstanding the 11.1 A report of heat analysis shall be supplied, if requested, absence of a signature, the organization submitting the EDI for CS, DS, DDS, and EDDS steels. For material with required transmission is responsible for the content of the report. mechanical properties, SS, HSLAS, HSLAS-F, SHS, and BHS, a report is required of heat analysis and mechanical properties 12. Product Marking as determined by the tension test. 12.1 In addition to the requirements of Specification A568/ 11.2 The report shall include the purchase order number, the A568M, each lift or coil shall be marked with the designation ASTM designation number and year date, product designation, shown on the order (CS (Type A, B, or C), DS (Type A or B), grade, type or class, as applicable, the heat number, and as DDS, EDDS, SS, HSLAS, HSLAS-F, SHS, or BHS). The required, heat analysis and mechanical properties as indicated designation shall be legibly stenciled on the top of each lift or by the tension test. shown on a tag attached to each coil or shipping unit. 11.3 A signature is not required on the test report. However, 13. Keywords the document shall clearly identify the organization submitting 13.1 bake hardenable steel; bake hardening index; carbon the report. Notwithstanding the absence of a signature, the steel sheet; cold-rolled steel sheet; commercial steel; deep organization submitting the report is responsible for the content drawing steel; drawing steel; extra deep drawing steel; high- of the report. strength low-alloy steel; high-strength low-alloy steel with 11.4 A Material Test Report, Certificate of Inspection, or improved formability; solution hardened steel; steel sheet; similar document printed from or used in electronic form from structural steel ANNEX (Mandatory Information) A1. BAKE HARDENABLE STEELS A1.1 Determination of Bake Hardening Index A = flow stress at 2 % extension under load, and A1.1.1 The bake hardening index (BHI) is determined by a B = yield strength [upper yield strength (BU) or lower yield two-step procedure using a standard longitudinal (rolling strength (BL)] after baking at 340°F [170°C] for 20 min. direction) tensile-test specimen, prepared in accordance with A1.1.2 The original test specimen cross section (width and Test Methods and Definitions A370. The test specimen is first thickness) is used in the calculation of all engineering strengths strained in tension. The magnitude of this tensile “pre-strain” in this test. shall be 2 % (extension under load). The test specimen is then removed from the test machine and baked at a temperature of A1.1.3 The pre-straining of 2 % in tension is intended to 340°F [170°C] for a period of 20 min. Referring to Fig. A1.1, simulate a modest degree of forming strain, while the subse- the bake hardening index (BHI) of the material is calculated as quent baking is intended to simulate a paint-curing or similar follows: treatment. In the production of actual parts, forming strains and baking treatments can differ from those employed here, and as BHI 5 B 2 A (A1.1) a result, final properties can differ from the values obtained where: under these controlled conditions. --``,````,`,,,`,```,`,,,,``,```-`-`,,`,,`,`,,`--- Copyright ASTM International Provided by IHS under license with ASTM 6Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a FIG. A1.1 Representation of Bake Hardening Index APPENDIXES (Nonmandatory Information) X1. BENDING PROPERTIES --``,````,`,,,`,```,`,,,,``,```-`-`,,`,,`,`,,`--- Copyright ASTM International Provided by IHS under license with ASTM 7Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a TABLE X1.1 Suggested Minimum Inside Radius for Cold Bending NOTE 1—(t) Equals a radius equivalent to the steel thickness. NOTE 2—The suggested radius should be used as a minimum for 90° bends in actual shop practice NOTE 3—Material which does not perform satisfactorily, when fabri- cated in accordance with the requirements, may be subject to rejection pending negotiation with the steel supplier. Designation Grade Minimum Inside Radius for Cold Bending Structural Steel 25 [170] 1 ⁄2 t 30 [205] 1t 33 [230] 11⁄2 t 40 [275] 2t 45 [310] 21⁄2 t 50 [340] 21⁄2 t 60 [410] 3t 70 [480] 4t 80 [550] not applicable High-Strength Low-Alloy Steel Class 1 Class 2 45 [310] 11⁄2 t 1 1⁄ 2 t 50 [340] 2t 1 1⁄ 2 t 55 [380] 2t 2t 60 [410] 21 ⁄ 2 t 2t 65 [450] 3t 2 1⁄ 2 t 70 [480] 31 ⁄ 2 t 3t High-Strength Low-Alloy Steel with Improved Formability 50 [340] 1t 60 [410] 11⁄2 t 70 [480] 2t 80 [550] 2t Solution Hardened Steel 26 [180] ⁄ t 12 31 [210] 1t 35 [240] 11⁄2 t 41 [280] 2t 44 [300] 2t Bake Hardenable Steel 26 [180] ⁄ t 12 31 [210] 1t 35 [240] 11⁄2 t 41 [280] 2t 44 [300] 2t --``,````,`,,,`,```,`,,,,``,```-`-`,,`,,`,`,,`--- X2. RELATED ISO STANDARDS The ISO standards listed below may be reviewed for ISO 3574 Cold-Reduced Carbon Steel Sheet of Commercial comparison with this ASTM standard. The relationship be- and Drawing Qualities tween the standards may only be approximate; therefore, the ISO 4997 Cold-Reduced Steel Sheet of Structural Quality respective standards should be consulted for actual require- ISO 13887 Cold-Reduced Steel Sheet of Higher Strength ments. Those who use these documents must determine which with Improved Formability specifications address their needs. Copyright ASTM International Provided by IHS under license with ASTM 8Licensee=ISATIS Group http://st2014.ir No reproduction or networking permitted without license from IHS Not for Resale, 06/17/2013 14:24:22 MDT A1008/A1008M − 12a X3. HARDNESS PROPERTIES TABLE X3.1 Typical Hardness Values NOTE 1—The hardness values shown are at the time of shipment. NOTE 2—Test for hardness shall be conducted in accordance with the requirements of Test Methods E18. NOTE 3—The hardness values are Rockwell B scale as measured or converted from the appropriate Rockwell scales. NOTE 4—The typical hardness values apply to the full range of steel sheet thickness. Hardness tends to increase as the steel sheet thickness decreases. NOTE 5—Hardness testing is commonly used to assess the relative formability of various designations of uncoated steel sheet. This assess- ment done by many users is recognized to be only an approximation of the relative formability and therefore cannot be used as a specification requirement. Designation Hardness- Rockwell B Scale CS Type A 70 or less CS Type B 70 or less CS Type C 70 or less DS Type A 60 or less DS Type B 60 or less DDS 55 or less EDDS 45 or less SUMMARY OF CHANGES Committee A01 has identified the location of selected changes to this standard since the last issue (A1008/A1008M – 12) that may impact the use of this standard. (Approved Nov. 1, 2012.) (1) Added grade 45 to Section 4.1.5. (3) Added grade 45 to Table X1.1. (2) Metric value for grade 45 corrected to [310] in Table 4. Committee A01 has identified the location of selected changes to this standard since the last issue (A1008/A1008M – 11) that may impact the use of this standard. (Approved March 1, 2012.) (1) Removed references to standards A366 and A620 from Section 2. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters. 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