Standard Specification for Stainless Steel Laser and Laser Hybrid Welded Bars, Plates, Sharp-Cornered Profile (SCP), and Built-up Shapes

ABSTRACT
This specification covers laser-fused stainless steel bars, plates, and shapes of structural quality for use in bolted or welded structural applications. The butt-welded test pieces are welded using laser fusion and then machined into tensile test bars and root-bend test specimens. The term laser fusion is used in this specification to refer to a joining process that is able to produce a coalescence of material using the heat obtained from the application of a concentrated coherent light beam impinging on the surface of a weld joint.
SCOPE
1.1 This specification covers laser and laser hybrid welded stainless steel bars, plates, sharp-cornered profile (SCP), and built-up shapes of structural quality for use in bolted or welded structural applications. SCP and built-up shapes are used in, but not limited to, the following applications: industrial and general structural applications like buildings, including architecturally exposed steel structures (AESS); architectural steel profiles, such as curtain wall and staircases.
Note 1: The term laser fusion is also used to describe laser welding.  
1.1.1 Supplementary requirements of an optional nature are provided. They shall apply only when specified by the purchaser.
Note 2: Since the product covered by this specification is manufactured in small lots on dedicated production lines, minimum product quality requirements are ensured by requiring welding process specification and operator qualification at each manufacturing facility in accordance with AWS, ASME, or ISO requirements. If required, the purchaser can specify higher levels of weld inspection; supplementary requirements for mechanical and corrosion testing; and other requirements.
Note 3: Because of the varying requirements of the end-use applications, different length tolerance and weld inspection levels may be specified.  
1.2 Shapes covered in this specification include those defined in Article 3.1.2 of Specification A6/A6M, square and rectangular hollow sections, and additional shapes, including customized, that are made from two or more shapes, plates, bar, sheet, or strip.  
1.3 This specification establishes the minimum requirements for manufacturing of laser and laser hybrid welded stainless steel shapes and requires the welds to, at a minimum, match the tensile and yield strength of the base metal. If base metals of different strengths are used, the lower strength base metal shall be matched.  
1.4 This specification refers to Specifications A240/A240M, A276/A276M, or A479/A479M for chemical requirements, but the mechanical test requirements are determined by the mechanical properties section of this standard. This standard includes four strength grades. The default strength grade 1 is determined by the base metal standard. Grades 2 through 4 are for specification of higher strength levels.  
1.5 The text of this specification contains notes and footnotes that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.  
1.6 Units—This specification is expressed in both inch-pound units and in SI units; however, unless the purchase order or contract specifies the applicable M specification designation (SI units), the inch-pound units shall apply. The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 nonconformance with the standard.  
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use....

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ASTM A1069/A1069M-23 - Standard Specification for Stainless Steel Laser and Laser Hybrid Welded Bars, Plates, Sharp-Cornered Profile (SCP), and Built-up Shapes
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9 pages
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Technical specification
REDLINE ASTM A1069/A1069M-23 - Standard Specification for Stainless Steel Laser and Laser Hybrid Welded Bars, Plates, Sharp-Cornered Profile (SCP), and Built-up Shapes
English language
9 pages
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Standards Content (Sample)

This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: A1069/A1069M − 23
Standard Specification for
Stainless Steel Laser and Laser Hybrid Welded Bars, Plates,
1
Sharp-Cornered Profile (SCP), and Built-up Shapes
This standard is issued under the fixed designation A1069/A1069M; 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* the mechanical test requirements are determined by the me-
chanical properties section of this standard. This standard
1.1 This specification covers laser and laser hybrid welded
includes four strength grades. The default strength grade 1 is
stainless steel bars, plates, sharp-cornered profile (SCP), and
determined by the base metal standard. Grades 2 through 4 are
built-up shapes of structural quality for use in bolted or welded
for specification of higher strength levels.
structural applications. SCP and built-up shapes are used in,
but not limited to, the following applications: industrial and 1.5 The text of this specification contains notes and foot-
general structural applications like buildings, including archi- notes that provide explanatory material. Such notes and
tecturally exposed steel structures (AESS); architectural steel footnotes, excluding those in tables and figures, do not contain
profiles, such as curtain wall and staircases. any mandatory requirements.
1.6 Units—This specification is expressed in both inch-
NOTE 1—The term laser fusion is also used to describe laser welding.
pound units and in SI units; however, unless the purchase order
1.1.1 Supplementary requirements of an optional nature are
or contract specifies the applicable M specification designation
provided. They shall apply only when specified by the pur-
(SI units), the inch-pound units shall apply. The values stated in
chaser.
either inch-pound units or SI units are to be regarded separately
NOTE 2—Since the product covered by this specification is manufac-
as standard. Within the text, the SI units are shown in brackets.
tured in small lots on dedicated production lines, minimum product
The values stated in each system may not be exact equivalents;
quality requirements are ensured by requiring welding process specifica-
therefore, each system shall be used independently of the other.
tion and operator qualification at each manufacturing facility in accor-
Combining values from the two systems may result in noncon-
dance with AWS, ASME, or ISO requirements. If required, the purchaser
can specify higher levels of weld inspection; supplementary requirements
formance with the standard.
for mechanical and corrosion testing; and other requirements.
1.7 This standard does not purport to address all of the
NOTE 3—Because of the varying requirements of the end-use
safety concerns, if any, associated with its use. It is the
applications, different length tolerance and weld inspection levels may be
specified.
responsibility of the user of this standard to establish appro-
priate safety, health, and environmental practices and deter-
1.2 Shapes covered in this specification include those de-
mine the applicability of regulatory limitations prior to use.
fined in Article 3.1.2 of Specification A6/A6M, square and
rectangular hollow sections, and additional shapes, including
1.8 This international standard was developed in accor-
customized, that are made from two or more shapes, plates,
dance with internationally recognized principles on standard-
bar, sheet, or strip.
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
1.3 This specification establishes the minimum require-
mendations issued by the World Trade Organization Technical
ments for manufacturing of laser and laser hybrid welded
Barriers to Trade (TBT) Committee.
stainless steel shapes and requires the welds to, at a minimum,
match the tensile and yield strength of the base metal. If base
2. Referenced Documents
metals of different strengths are used, the lower strength base
2
2.1 ASTM Standards:
metal shall be matched.
A6/A6M Specification for General Requirements for Rolled
1.4 This specification refers to Specifications A240/A240M,
Structural Steel Bars, Plates, Shapes, and Sheet Piling
A276/A276M, or A479/A479M for chemical requirements, but
A240/A240M Specification for Chromium and Chromium-
Nickel Stainless Steel Plate, Sheet, and Strip for Pressure
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct
...

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.
Designation: A1069/A1069M − 19 A1069/A1069M − 23
Standard Specification for
Stainless Steel Laser and Laser Hybrid Welded Stainless
Steel Bars, Plates, and Sharp-Cornered Profile (SCP), and
1
Built-up Shapes
This standard is issued under the fixed designation A1069/A1069M; 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*
1.1 This specification covers laser and laser hybrid welded austenitic, ferritic, and duplex (ferritic-austenitic) stainless steel bars,
plates, and sharp-cornered profile (SCP), and built-up shapes of structural quality for use in bolted or welded structural
applications. SCP and built-up shapes are used in, but not limited to, the following applications: industrial and general structural
applications like buildings, including architecturally exposed steel structures (AESS); architectural steel profiles, such as curtain
wall and staircases.
NOTE 1—The term laser fusion is also used to describe laser welding.
1.1.1 Supplementary requirements (S1, S2, S3) of an optional nature are provided. They shall apply only when specified by the
purchaser.
NOTE 2—Since the product covered by this specification is manufactured in small lots on dedicated production lines, minimum product quality
requirements are ensured by requiring welding process specification and operator qualification at each manufacturing facility in accordance with AWS,
ASME, or ISO requirements. If required, the purchaser can specify higher levels of weld inspection; supplementary requirements for mechanical and
corrosion testing; and other requirements.
NOTE 3—Because of the varying requirements of the end-use applications, different length tolerance and weld inspection levels may be specified.
1.2 Shapes covered in this specification include those classifieddefined in Article 3.1.2 of Specification A6/A6M, Specification
A554square and rectangular hollow sections, and additional shapes, including customized, that are made from two or more shapes
or plates.shapes, plates, bar, sheet, or strip.
1.3 This specification establishes the minimum requirements for manufacturing of laser and laser hybrid welded stainless steel
shapes.shapes and requires the welds to, at a minimum, match the tensile and yield strength of the base metal. If base metals of
different strengths are used, the lower strength base metal shall be matched.
1.4 This specification refers to Specifications A240/A240M, A276/A276M, A554, or A479/A479M for chemical requirements,
but the mechanical test requirements are determined by the mechanical properties section of this standard. This standard includes
four strength grades. The default strength grade 1 is determined by the base metal standard. Grades 2 through 4 are for specification
of higher strength levels.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.17
on Flat-Rolled and Wrought Stainless Steel.
Current edition approved Sept. 1, 2019Dec. 1, 2023. Published October 2019December 2023. Originally approved in 2011. Last previous edition approved in 20162019
as A1069/A1069M – 16.A1069/A1069M – 19. DOI: 10.1520/A1069_A1069M-19.10.1520/A1069_A1069M-23.
*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

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A1069/A1069M − 23
1.5 The text of this specification contains notes and footnotes that provide explanatory material. Such notes and footnotes,
excluding those in tables and figures, do not contain any mandatory requirements.
1.6 Units—This specification is expressed in both inch-pound units and in SI units; however, unless the purchase order or contract
specifies the applicable M specification designation (SI units), the inch-pound units shall apply. The values stated in either
SIinch-pound units or inch-poundSI units are to be regarded separately as standard. Within the text, the SI units are shown in
brackets. 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-conformancenonconformance with the standard.
1.7 This sta
...

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