Standard Specification for Plates, Carbon Steel, for Forging and Similar Applications

ABSTRACT
This specification covers carbon steel plates, intended for forging, quenching-and-tempering, and similar applications in which uniformity of composition and freedom from injurious imperfections are important. Heat analysis of steel shall conform to the chemical requirements for carbon, manganese, phosphorus, sulfur, and silicon.
SCOPE
1.1 This specification covers carbon steel plates, forging quality, intended for forging, quenching-and-tempering, and similar applications in which uniformity of composition and freedom from injurious imperfections are important.  
1.2 The plates are available in six grades, or chemical compositions.  
1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.  
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

General Information

Status
Historical
Publication Date
31-Mar-2011
Current Stage
Ref Project

Relations

Buy Standard

Technical specification
ASTM A827/A827M-11 - Standard Specification for Plates, Carbon Steel, for Forging and Similar Applications
English language
3 pages
sale 15% off
Preview
sale 15% off
Preview
Technical specification
REDLINE ASTM A827/A827M-11 - Standard Specification for Plates, Carbon Steel, for Forging and Similar Applications
English language
3 pages
sale 15% off
Preview
sale 15% off
Preview

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:A827/A827M −11
StandardSpecification for
1
Plates, Carbon Steel, for Forging and Similar Applications
This standard is issued under the fixed designationA827/A827M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* A6/A6M, for the ordered material, unless a conflict exists in
which case this specification shall prevail.
1.1 This specification covers carbon steel plates, forging
quality, intended for forging, quenching-and-tempering, and
4. Materials and Manufacture
similar applications in which uniformity of composition and
4.1 The steel shall be killed.
freedom from injurious imperfections are important.
1.2 The plates are available in six grades, or chemical 5. Chemical Composition
compositions.
5.1 The heat analysis shall conform to the requirements for
1.3 When the steel is to be welded, it is presupposed that a the applicable grade listed in Table 1.
welding procedure suitable for the grade of steel and intended
6. Mechanical Property Requirements
use or service will be utilized. See Appendix X3 of Specifica-
6.1 The plates shall not be subject to mechanical property
tion A6/A6M for information on weldability.
testing unless otherwise specified on the order.
1.4 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
7. Quality
each system may not be exact equivalents; therefore, each
7.1 General—The plates shall be free of injurious imperfec-
system shall be used independently of the other. Combining
tions and shall have a workmanlike finish.
values from the two systems may result in non-conformance
7.2 Finish—The plates shall be furnished with a finish such
with the standard.
as that produced by hot-rolling, except for ground areas
2. Referenced Documents resulting from conditioning operations, unless otherwise speci-
fied on the order.
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled 7.3 Surface Imperfections:
7.3.1 All injurious surface imperfections shall be removed
Structural Steel Bars, Plates, Shapes, and Sheet Piling
3
by the material manufacturer or processor.
2.2 ASME Code:
7.3.1.1 Shallow imperfections shall be ground to sound
ASME Boiler and Pressure Vessel Code, Section IX
metal; the ground area shall be well-faired and the thickness of
the ground plate shall not be reduced below the minimum
3. General Requirements and Ordering Information
thickness permitted.
3.1 Material furnished under this specification shall con-
7.3.1.2 All surface imperfections, the removal of which will
form to the requirements of the current edition of Specification
reduce the plate thickness below the minimum permitted, shall
be cause for rejection; however, such imperfections may be
repaired by welding as provided in 7.5.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
7.4 Edge Imperfections:
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
7.4.1 Laminar-type discontinuities 1 in. [25 mm] and less in
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved April 1, 2011. Published April 2011. Originally
length, and visible to the unaided eye on the edges of plates as
approved in 1984. Last previous edition approved in 2007 as A827 – 02 (2007).
prepared for shipment by the manufacturer or processor, are
DOI: 10.1520/A0827_A0827M-11.
acceptable and do not require exploration.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
7.4.2 All larger discontinuities shall be explored to deter-
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
minetheirdepthandextent.Discontinuitiesshallbeconsidered
the ASTM website.
continuous when located in the same plane within 5 % of the
3
Available from American Society of Mechanical Engineers (ASME), ASME
plate thickness and when separated by a distance less than the
International Headquarters, Two Park Ave., New York, NY 10016-5990, http://
www.asme.org. length of the smaller of two adjacent discontinuities.
*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 ----------------------
A827/A827M−11
TABLE 1 Chemical Requirements
Grade Element, %
SAE Carbon Manganese Phosphorus, max Sulfur, max Silic
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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.
Designation:A827/A827M–02 (Reapproved 2007) Designation: A827/A827M – 11
Standard Specification for
1
Plates, Carbon Steel, for Forging and Similar Applications
This standard is issued under the fixed designationA827/A827M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
1.1 This specification covers carbon steel plates, forging quality, intended for forging, quenching-and-tempering, and similar
applications in which uniformity of composition and freedom from injurious imperfections are important.
1.2 The plates are available in six grades, or chemical compositions.
1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use
or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.4 The values stated in either inch-pound SI units or SIinch-pound units are to be regarded separately as standard. Within the
text, the SI units are shown in brackets. The values stated in each system aremay not be exact equivalents; therefore, each system
mustshall be used independently of the other. Combining values from the two systems may result in non-conformance with the
specification. standard.
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
2.2 ASME Code:
ASME Boiler and Pressure Vessel Code, Section IX, Welding Qualifications Section IX, Welding Qualifications
3. General Requirements and Ordering Information
3.1 MaterialfurnishedunderthisspecificationshallconformtotherequirementsofthecurrenteditionofSpecificationA6/A6M,
for the ordered material, unless a conflict exists in which case this specification shall prevail.
4. Materials and Manufacture
4.1 The steel shall be killed.
5. Chemical Composition
5.1 The heat analysis shall conform to the requirements for the applicable grade listed in Table 1.
6. Mechanical Property Requirements
6.1 The plates shall not be subject to mechanical property testing unless otherwise specified on the order.
7. Quality
7.1 General—The plates shall be free of injurious imperfections and shall have a workmanlike finish.
7.2 Finish—The plates shall be furnished with a finish such as that produced by hot-rolling, except for ground areas resulting
from conditioning operations, unless otherwise specified on the order.
7.3 Surface Imperfections:
7.3.1 All injurious surface imperfections shall be removed by the material manufacturer or processor.
7.3.1.1 Shallow imperfections shall be ground to sound metal; the ground area shall be well-faired and the thickness of the
1
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved MarchApril 1, 2007.2011. Published March 2007.April 2011. Originally approved in 1984. Last previous edition approved in 20022007 as
A827 – 02 (2007). DOI: 10.1520/A0827_A0827M-02R07.10.1520/A0827_A0827M-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Society of Mechanical Engineers (ASME), ASME International Headquarters, Three Park Ave., New York, NY 10016-5990, http://
www.asme.org.
*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 ----------------------
A827/A827M – 11
TABLE 1 Chemical Requirements
Grade Element, %
UNS SAE Carbon Manganese Phosphorus, max Sulfur, max Silicon
G10090 1009 0.15 max 0.60 max 0.035 0.040 0.15 to 0.40
G10200 1020 0.18 to 0.23 0.30 to 0.60 0.035 0.040 0.15 to 0.40
G10350 1035 0.32 to 0.38 0.60 to 0.90 0.035 0.040 0.15 to 0.40
G10400 1040 0.37 to 0.44 0.60 to 0.90 0.035 0.040 0.15 to 0.40
G10450 1045 0.43 to 0.50 0.60 to 0.90 0.035 0.040 0.15 to 0.40
G10500 1050 0.48 to 0.55 0.60 to 0.90 0.
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.