ASTM A1031-05
(Specification)Standard Specification for Steel, Sheet and Strip, Heavy-Thickness Coils, Alloy, Drawing Steel and Structural Steel, Hot-Rolled
Standard Specification for Steel, Sheet and Strip, Heavy-Thickness Coils, Alloy, Drawing Steel and Structural Steel, Hot-Rolled
ABSTRACT
This specification deals with the hot-rolled, heavy thickness coils available for three designations: alloy steel, drawing steel, and structural alloy steel. Alloy steel is intended for general or miscellaneous use where bending and moderate forming is required. Drawing steel is used for severe cold plastic deformation such as deep drawn or severely formed parts. The material is available only in coils such as strip and sheet. As-rolled and annealed heat treatment shall be used for manufacturing the material. Drawing steel shall be furnished with a spheroidized annealed heat treatment unless otherwise specified. Heat analysis shall conform to the required grade specified for standard alloy steel, nonstandard alloy steel, and structural alloy steel. Grades shall conform to the required chemical composition for carbon, manganese, phosphorus, sulfur, silicon, copper, nickel, chromium, molybdenum, and vanadium. Mechanical tests for regular quality alloy steel and strip are not applicable; but for drawing steel and structural alloy steel, tension and hardness tests are required.
SCOPE
1.1 This specification covers hot-rolled, heavy thickness coils beyond the size limits of Specifications A 506 and A 507.
1.2 The product is available in three designations: Alloy, Drawing Steel, and Structural Steel.
1.3 Alloy steel is furnished to chemical composition requirements and is intended primarily for general or miscellaneous use where bending and moderate forming is a requirement.
1.4 Drawing steel is produced principally for applications involving severe cold plastic deformation such as deep drawn or severely formed parts.
1.4.1 Drawing steel may be furnished in several conditions, heat treatments, surface finishes, and edges, as specified herein.
1.5 Structural steel is furnished to chemical composition requirements and to specific mechanical property requirements which may include tension tests, hardness tests, or other commonly accepted mechanical tests.
1.5.1 The formability of structural steel decreases with increasing yield strength or hardness. Therefore, product design in relation to the mechanical properties of the grade used must be considered.
1.6 This material is available only in coils described as follows:ProductSize Limits, Coils OnlyWidth, in. (mm)Thickness, in. (mm)StripOver 8 to 12, incl0.230 to 1.000, incl(Over 200 to 300)(Over 6.0 to 25)SheetOver 12 to 48, incl0.230 to 1.000, incl(Over 300 to 1200)(Over 6.0 to 25)SheetOver 480.180 to 1.000, incl(Over 1200)(Over 4.5 to 25)
1.7 Sheet and strip in coils of sizes noted in are covered by this specification only with the following provisions:
1.7.1 The material is not to be converted into steel plates for structural or pressure vessel use unless tested in complete accordance with the appropriate sections of Specifications A 6/A 6M (plates provided from coils) or A 20/A 20M (plates produced from coils). A plate produced in this manner is no longer governed by this sheet steel specification and since this material is now plate, the appropriate plate standard must now apply.
1.7.2 The dimensional tolerances of Specification A 635/A 635M are applicable to material produced to this specification.
1.7.3 The material is to be fed directly from coils into a blanking press, drawing or forming operation, tube mill, rolling mill, or sheared or slit into blanks for subsequent drawing or forming.
1.8 The values stated in either inch-pound units and SI units (metric) are to be regarded separately as standard. Within the text the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of each other.
General Information
Relations
Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information.
Designation: A1031 – 05
Standard Specification for
Steel, Sheet and Strip, Heavy-Thickness Coils, Alloy,
1
Drawing Steel and Structural Steel, Hot-Rolled
This standard is issued under the fixed designation A1031; 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* produced from coils). A plate produced in this manner is no
longer governed by this sheet steel specification and since this
1.1 This specification covers hot-rolled, heavy thickness
material is now plate, the appropriate plate standard must now
coils beyond the size limits of Specifications A506 and A507.
apply.
1.2 The product is available in three designations: Alloy
1.7.2 The dimensional tolerances of Specification A635/
Steel, Drawing Steel, and Structural Alloy Steel.
A635M are applicable to material produced to this specifica-
1.3 Alloy steel is furnished to chemical composition re-
tion.
quirements and is intended primarily for general or miscella-
1.7.3 The material is to be fed directly from coils into a
neous use where bending and moderate forming is a require-
blankingpress,drawingorformingoperation,tubemill,rolling
ment.
mill, or sheared or slit into blanks for subsequent drawing or
1.4 Drawing steel is produced principally for applications
forming.
involving severe cold plastic deformation such as deep drawn
1.8 The values stated in either inch-pound units and SI units
or severely formed parts.
(metric) are to be regarded separately as standard. Within the
1.4.1 Drawing steel may be furnished in several conditions,
text the SI units are shown in brackets. The values stated in
heattreatments,surfacefinishes,andedges,asspecifiedherein.
each system are not exact equivalents; therefore, each system
1.5 Structural steel is furnished to chemical composition
must be used independently of each other.
requirements and to specific mechanical property requirements
which may include tension tests, hardness tests, or other
2. Referenced Documents
commonly accepted mechanical tests.
2
2.1 ASTM Standards:
1.5.1 The formability of structural steel decreases with
A6/A6M SpecificationforGeneralRequirementsforRolled
increasing yield strength or hardness. Therefore, product de-
Structural Steel Bars, Plates, Shapes, and Sheet Piling
sign in relation to the mechanical properties of the grade used
A20/A20M Specification for General Requirements for
must be considered.
Steel Plates for Pressure Vessels
1.6 This material is available only in coils described as
A370 Test Methods and Definitions for Mechanical Testing
follows:
of Steel Products
Product Size Limits, Coils Only
A505 Specification for Steel, Sheet and Strip, Alloy, Hot-
Width, in. (mm) Thickness, in. (mm)
Strip Over 8 to 12, incl 0.230 to 1.000, incl
Rolled and Cold-Rolled, General Requirements for
(Over 200 to 300) (Over 6.0 to 25)
A506 Specification for Alloy and Structural Alloy Steel,
Sheet Over 12 to 48, incl 0.230 to 1.000, incl
Sheet and Strip, Hot-Rolled and Cold-Rolled
(Over 300 to 1200) (Over 6.0 to 25)
Sheet Over 48 0.180 to 1.000, incl
A507 Specification for Drawing Alloy Steel, Sheet and
(Over 1200) (Over 4.5 to 25)
Strip, Hot-Rolled and Cold-Rolled
1.7 Sheet and strip in coils of sizes noted in 1.6 are covered A635/A635M Specification for Steel, Sheet and Strip,
by this specification only with the following provisions: Heavy-Thickness Coils, Hot-Rolled,Alloy, Carbon, Struc-
1.7.1 The material is not to be converted into steel plates for tural, High-Strength Low-Alloy, and High-Strength Low-
structural or pressure vessel use unless tested in complete
Alloy with Improved Formability, General Requirements
accordance with the appropriate sections of Specifications for
A6/A6M (plates provided from coils) or A20/A20M (plates
A751 Test Methods, Practices, andTerminology for Chemi-
cal Analysis of Steel Products
1
This specification is under the jurisdiction of ASTM CommitteeA01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
2
A01.19 on Steel Sheet and Strip. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Dec. 1, 2005. Published December 2005. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2004. Last previous edition approved in 2004 as A1031 – 04. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/A1031-05. the ASTM website.
*ASummary 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.
1
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.