ASTM A673/A673M-05

Standard Specification for Sampling Procedure for Impact Testing of Structural Steel

SCOPE
1.1 This specification establishes the procedure for longitudinal Charpy V-notch testing of structural steel and contains two frequencies of testing. The impact properties of steel can vary within the same heat and piece, be it as rolled, control rolled, or heat treated. The purchaser should, therefore, be aware that testing of one plate, bar, or shape does not provide assurance all plates, bars, or shapes of the same heat as processed will be identical in toughness with the product tested. Normalizing or quenching and tempering the product will reduce the degree of variation.
1.2 This specification is intended to supplement specifications for structural steel when so specified.
1.3 This specification does not necessarily apply to all product specifications; therefore, the manufacturer or processor should be consulted for energy absorption levels and minimum testing temperatures that can be expected or supplied.
1.4 Two frequencies of testing (P and H) are prescribed.
1.5 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.

General Information

• Status: Historical
• Publication Date: 28-Feb-2005
• ICS: 77.140.10 - Heat-treatable steels
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships

Relations

• Replaces: ASTM A673/A673M-04 - Standard Specification for Sampling Procedure for Impact Testing of Structural Steel
• Effective Date: 01-Mar-2005
• Replaced By: ASTM A673/A673M-05a - Standard Specification for Sampling Procedure for Impact Testing of Structural Steel
• Effective Date: 01-Sep-2005
• Referred By: ASTM A945/A945M-16(2021) - Standard Specification for High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1043/A1043M-18 - Standard Specification for Structural Steel with Low Yield to Tensile Ratio for Use in Buildings
• Effective Date: 01-Mar-2005
• Referred By: ASTM A6/A6M-22 - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1069/A1069M-19 - Standard Specification for Laser and Laser Hybrid Welded Stainless Steel Bars, Plates, and Shapes
• Effective Date: 01-Mar-2005
• Referred By: ASTM A913/A913M-19 - Standard Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1077/A1077M-21 - Standard Specification for Structural Steel with Improved Yield Strength at High Temperature for Use in Buildings
• Effective Date: 01-Mar-2005
• Referred By: ASTM A709/A709M-21 - Standard Specification for Structural Steel for Bridges
• Effective Date: 01-Mar-2005
• Referred By: ASTM F1554-20 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1010/A1010M-13(2018) - Standard Specification for Higher-Strength Martensitic Stainless Steel Plate, Sheet, and Strip
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1123/A1123M-22 - Standard Specification for Carbon Steel Laser and Laser-Hybrid Welded, Sharp-Cornered Profile (SCP), Built-Up, Square, Rectangular, and Special Shape Tube
• Effective Date: 01-Mar-2005
• Referred By: ASTM A1066/A1066M-22 - Standard Specification for High-Strength Low-Alloy Structural Steel Plate Produced by Thermo-Mechanical Controlled Process (TMCP)
• Effective Date: 01-Mar-2005
• Referred By: ASTM A871/A871M-20 - Standard Specification for High-Strength Low-Alloy Structural Steel Plate With Atmospheric Corrosion Resistance
• Effective Date: 01-Mar-2005
• Referred By: ASTM A710/A710M-19 - Standard Specification for Precipitation–Strengthened Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium (Niobium) Alloy Structural Steel Plates
• Effective Date: 01-Mar-2005

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.
American Association State Highway
Designation: A 673/A673M – 05 and Transportation Officials
Standard AASHTO No.: T 243
Standard Specification for
1
Sampling Procedure for Impact Testing of Structural Steel
This standard is issued under the fixed designationA673/A673M; 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 (e) 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* 3. Ordering Information
1.1 This specification establishes the procedure for longitu- 3.1 The inquiry and order shall indicate the following:
dinal Charpy V-notch testing of structural steel and contains 3.1.1 Frequency of testing, (P) or (H),
two frequencies of testing. The impact properties of steel can 3.1.2 Test temperature (see 4.5 and 4.6),
vary within the same heat and piece, be it as rolled, control 3.1.3 Minimum average absorbed energy value (see 4.1 and
rolled, or heat treated. The purchaser should, therefore, be 4.6),
aware that testing of one plate, bar, or shape does not provide 3.1.4 Alternate core location (see 4.3), if applicable, and
assurance all plates, bars, or shapes of the same heat as 3.1.5 Condition (as-rolled, stress relieved, normalized, nor-
processed will be identical in toughness with the product malized and stress relieved, or quenched and tempered).
tested. Normalizing or quenching and tempering the product
4. Tests
will reduce the degree of variation.
1.2 This specification is intended to supplement specifica- 4.1 Impact testing shall be in accordance with Test Methods
and Definitions A 370. An impact test shall consist of testing
tions for structural steel when so specified.
1.3 This specification does not necessarily apply to all three specimens taken from a single test coupon or test
location, the average result of which shall be not less than the
productspecifications;therefore,themanufacturerorprocessor
should be consulted for energy absorption levels and minimum minimum average absorbed energy specified in the purchase
order, which in no case shall be less than 7 ft·lbf [10 J] for full
testing temperatures that can be expected or supplied.
1.4 Two frequencies of testing (P and H) are prescribed. size specimens.
4.2 Except as allowed by 4.3, specimens for plates and bars
1.5 The values stated in either inch-pound units or SI units
shall be taken from a location adjacent to the location specified
are to be regarded as standard. Within the text, the SI units are
shown in brackets. The values stated in each system are not forthetensiontestspecimen,andspecimensforshapesshallbe
taken from a location at an end of the shape at a point one third
exact equivalents; therefore, each system must be used inde-
pendentlyoftheother.Combiningvaluesfromthetwosystems the distance from the outer edge of the flange or leg to the web
or heel of the shape (see Fig. 1 and Fig. 2). For plates produced
may result in nonconformance with this specification.
from coils, three impact tests shall be taken from the product of
2. Referenced Documents
each coil or qualifying coil (see Section 5); one test coupon
2
2.1 ASTM Standards: shall be obtained from a location adjacent to the location
A 6/A6M Specification for General Requirements for specified for each of the two required tension tests (see
Rolled Structural Steel Bars, Plates, Shapes, and Sheet Specification A 6/A 6M) and the third test coupon shall be
Piling obtained from a location immediately after the last plate
A 370 Test Methods and Definitions for MechanicalTesting produced to the qualifying specification.
of Steel Products 4.2.1 The longitudinal axis of each specimen shall be
parallel to the final direction of rolling of the plate or parallel
to the major axis of the shape.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
4.2.2 The longitudinal axis of each specimen shall be
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee
located midway between the surface and the center of the
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
product thickness, and the length of the notch shall be
Current edition approved March 1, 2005. Published March 2005. Originally
approved in 1972. Last previous edition approved in 2004 as A 673/A 673M – 04.
perpendicular to the rolled surface of the product.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.3 For shapes with a flange thickness equal to or greater
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
1
than 1 ⁄2 in. [38.1 mm], where alternate core location testing i
...