ASTM A656/A656M-12ae1
(Specification)Standard Specification for Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability
Standard Specification for Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability
ABSTRACT
This specification covers the three types and four strength grades of high strength low-alloy, hot rolled structural steel plate with improved formability. These steels are normally furnished in the as-rolled condition. For plates produced from coil, and furnished without heat treatment or with stress relieving only, additional testing requirements and the reporting of additional test results, of a reference material shall apply. Chemical composition requirements shall be dependent upon thickness, grade, and intended applications. Tension tests shall be executed to evaluate conformance of specimens with specified mechanical properties requirements.
SCOPE
1.1 This specification covers three types and five strength grades of high-strength low-alloy, hot rolled structural steel plate for use in truck frames, brackets, crane booms, rail cars, and similar applications. Steels that conform to this specification offer improved formability. These steels are normally furnished in the as-rolled condition. The type and strength grade furnished is as agreed upon between the manufacturer and the purchaser. The types and strength grades are shown in the tables.
1.2 The maximum thickness of plates shall be as follows:
Grade
Plate Thickness, max,
in. [mm]
50
2 [50]
60
11/2 [40]
70
1 [25]
80
1 [25]
100
1/2 [13]
1.3 The values stated in either inch-pound units or SI units are to be regarded 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 the other. Combining values from the two systems may result in nonconformance with this specification. See Appendix X3 of Specification A6/A6M for information on weldability.
1.4 For plates produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.
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´1
Designation: A656/A656M −12A
StandardSpecification for
Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate
1
with Improved Formability
This standard is issued under the fixed designationA656/A656M; 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
ε NOTE—Editorially corrected Table 1 footnote information and the Summary of Changes Section in April 2013.
1. Scope* 2. Referenced Documents
2
1.1 This specification covers three types and five strength 2.1 ASTM Standards:
grades of high-strength low-alloy, hot rolled structural steel A6/A6M Specification for General Requirements for Rolled
plate for use in truck frames, brackets, crane booms, rail cars, Structural Steel Bars, Plates, Shapes, and Sheet Piling
and similar applications. Steels that conform to this specifica-
3. General Requirements for Delivery
tion offer improved formability. These steels are normally
furnished in the as-rolled condition. The type and strength 3.1 Plates furnished under this specification shall conform
grade furnished is as agreed upon between the manufacturer
to the requirements of the current edition of Specification
and the purchaser. The types and strength grades are shown in A6/A6M, for the specific plate ordered, unless a conflict exists,
the tables. in which case this specification shall prevail.
1.2 The maximum thickness of plates shall be as follows: 3.2 Coils are excluded from qualification to this specifica-
tion until they are processed into finished plates. Plates
Grade Plate Thickness, max,
in. [mm]
produced from coil means plates that have been cut to
50 2 [50]
individual lengths from a coil. The processor directly controls,
1
60 1 ⁄2 [40]
or is responsible for, the operations involved in the processing
70 1 [25]
80 1 [25]
ofacoilintofinishedplates.Suchoperationsincludedecoiling,
1
100 ⁄2 [13]
leveling, cutting to length, testing, inspection, conditioning,
1.3 The values stated in either inch-pound units or SI units
heat treatment (if applicable), packaging, marking, loading for
are to be regarded as standard. Within the text, the SI units are
shipment, and certification.
shown in brackets. The values stated in each system are not
NOTE 1—For plates produced from coil and furnished without heat
exact equivalents; therefore, each system must be used inde-
treatment or with stress relieving only, two test results are to be reported
pendentlyoftheother.Combiningvaluesfromthetwosystems
foreachqualifyingcoil.Additionalrequirementsregardingplateproduced
may result in nonconformance with this specification. See
from coil are described in Specification A6/A6M.
Appendix X3 of Specification A6/A6M for information on
4. Materials and Manufacture
weldability.
4.1 The steel shall be made to fine grain practice.
1.4 For plates produced from coil and furnished without
heat treatment or with stress relieving only, the additional
5. Chemical Composition
requirements,includingadditionaltestingrequirementsandthe
5.1 Heat analyses shall conform to the chemical require-
reporting of additional test results, of Specification A6/A6M
ments given in Table 1. Dependent upon thickness, grade, and
apply.
intended application, variations in the chemical composition
are permitted within the limits given in Table 1 for the
1
This specification is under the jurisdiction of ASTM Committee A01 on Soil
and Rock and is the direct responsibility of Subcommittee A01.02 on Surface and
2
Subsurface Characterization. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved July 1, 2009. Published March 2013. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1972. Last previous edition approved in 2012 as A656/A656M – 12. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/A0656_A0656M-12AE01. the ASTM website.
*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
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A656/A656M − 12A
TABLE 1 Chemical Requirements
NOTE 1—An ellipsis (. . .) indicates that element is not defined for that Type.
Composition, %
Elements
Type 3 Type 7 Type 8
A
Carbon, max 0.18 0.18 0.18
A
Manganese, max 1.65 1.65 1.65
Phosphorus, max 0.025 0.025 0.025
Sulfur, max 0.035 0.035 0.035
Silicon, max 0.60 0.60 0.60
B C
Vanadium, max 0.08 0.15 0.15
Nitrogen, max 0.030 0.030 0.030
B C
Columbium 0.008–0.10 0.10 max 0.10 max
C
Titanium, max . . . . . . 0.15
A
For each reduction of 0.0
...
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. Because
it 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 version
of the standard as published by ASTM is to be considered the official document.
´1
Designation: A656/A656M − 12A A656/A656M − 12A
Standard Specification for
Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate
1
with Improved Formability
This standard is issued under the fixed designation A656/A656M; 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
ε NOTE—Editorially corrected Table 1 footnote information and the Summary of Changes Section in April 2013.
1. Scope*
1.1 This specification covers three types and five strength grades of high-strength low-alloy, hot rolled structural steel plate for
use in truck frames, brackets, crane booms, rail cars, and similar applications. Steels that conform to this specification offer
improved formability. These steels are normally furnished in the as-rolled condition. The type and strength grade furnished is as
agreed upon between the manufacturer and the purchaser. The types and strength grades are shown in the tables.
1.2 The maximum thickness of plates shall be as follows:
Grade Plate Thickness, max,
in. [mm]
50 2 [50]
1
60 1 ⁄2 [40]
70 1 [25]
80 1 [25]
1
100 ⁄2 [13]
1.3 The values stated in either inch-pound units or SI units are to be regarded 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 the
other. Combining values from the two systems may result in nonconformance with this specification. See Appendix X3 of
Specification A6/A6M for information on weldability.
1.4 For plates produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements,
including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.
2. Referenced Documents
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
3. General Requirements for Delivery
3.1 Plates furnished under this specification shall conform to the requirements of the current edition of Specification A6/A6M,
for the specific plate ordered, unless a conflict exists, in which case this specification shall prevail.
3.2 Coils are excluded from qualification to this specification until they are processed into finished plates. Plates produced from
coil means plates that have been cut to individual lengths from a coil. The processor directly controls, or is responsible for, the
operations involved in the processing of a coil into finished plates. Such operations include decoiling, leveling, cutting to length,
testing, inspection, conditioning, heat treatment (if applicable), packaging, marking, loading for shipment, and certification.
NOTE 1—For plates produced from coil and furnished without heat treatment or with stress relieving only, two test results are to be reported for each
qualifying coil. Additional requirements regarding plate produced from coil are described in Specification A6/A6M.
4. Materials and Manufacture
4.1 The steel shall be made to fine grain practice.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related AlloysSoil and Rock and is the direct responsibility of
Subcommittee A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and ShipsSurface and Subsurface Characterization.
Current edition approved Nov. 1, 2012July 1, 2009. Published March 2013. Originally approved in 1972. Last previous edition approved in 2012 as A656/A656M – 12.
DOI: 10.1520/A0656_A0656M-12A.10.1520/A0656_A0656M-12AE01.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*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
1
---------------------- Page: 1 ----------------------
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A656/A656M − 12A
5. Chemical Composition
5.1 Heat analyses shall conform to the chemical requirements given in Table 1. Dependent upon thickness, grade, and intended
application, variations in the chemical composition are permitted within the limits given in Table 1 for the applicable
...
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