Manufacture of ASTM A453, ASME SA453 Rods, Bars, Bolts, Nuts, Studs, Screws, Fasteners

Manufacture of ASTM A453, ASME SA453 Rods, Bars, Bolts, Nuts, Studs, Screws, Fasteners

Manufacturer of ASTM A-453, ASME SA-453 Rod, Bar, Bolt, Nut, Stud, Screw, Fastener
Designation: A 453/A 453M – 04
Standard Specification for
High-Temperature Bolting Materials, with Expansion
Coefficients Comparable to Austenitic Stainless Steels1
This standard is issued under the fixed designation A 453/A 453M; 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*
    1.1 This specification2 covers four grades of bolting materials
    with ten classes of yield strength ranging from 50 to 120
    ksi [345 to 827 MPa] for use in high-temperature service such
    as fasteners for pressure vessel and valve flanges. The material
    requires special processing and is not intended for general
    purpose applications. The term “bolting material,” as used in
    this specification, covers rolled, forged, or hot-extruded bars;
    bolts, nuts, screws, washers, studs, and stud bolts. Headed bolts
    and rolled threads may be supplied.
    NOTE 1—Other bolting materials are covered by Specification A 193/
    A 193M and Specification A 437/A 437M.
    1.2 Supplementary Requirement S 1 of an optional nature is
    provided. This shall apply only when specified by the purchaser
    in the order.
    1.3 This specification is expressed in both inch-pound units
    and in SI units. However, unless the order specifies the
    applicable “M” specification designation (SI units), the material
    shall be furnished to inch-pound units.
    1.4 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 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 the specification.
  2. Referenced Documents
    2.1 ASTM Standards: 3
    A 193/A 193M Specification for Alloy-Steel and Stainless
    Steel Bolting Materials for High-Temperature Service
    A 437/A 437M Specification for Alloy-Steel Turbine-Type
    Bolting Material Specially Heat Treated for High-
    Temperature Service
    A 962/A 962M Specification for Common Requirements
    for Steel Fasteners or Fastener Materials, or Both, Intended
    for Use at Any Temperature from Cryogenic to the Creep
    Range
    E 139 Test Method for Conducting Creep, Creep-Rupture,
    and Stress-Rupture Tests of Metallic Materials
    F 1470 Guide for Fastener Sampling for Specified Mechanical
    Properties and Performance Inspection
  3. Terminology
    3.1 Definitions of Terms Specific to This Standard:
    3.1.1 bolting material—this covers rolled, forged, or hotextruded
    bars; bolts, nuts, screws, washers, studs, and stud
    bolts; and also includes those manufactured by upset heading
    or roll threading techniques.
    3.1.2 heat-treatment charge—one heat of material heat
    treated in one batch. If a continuous operation is used, the
    weight processed as a heat-treatment charge shall not exceed
    the weights in Table 1.
    3.1.3 lot—a lot shall consist of the quantities shown in Table
    2.
  4. Ordering Information
    4.1 The inquiry and order shall indicate the following:
    4.1.1 Quantity (weight or number of pieces),
    4.1.2 Description of material (bars, bolts, nuts, etc.),
    4.1.3 Grade and class (see Table 3),
    4.1.4 Method of finishing (see 6.1),
    4.1.5 Type of thread desired (see 6.1.1),
    4.1.6 Alternative test method option (see 7.2.4.3),
    4.1.7 Bolt shape option, if any,
    4.1.8 Thread option, if any,
    4.1.9 Test method for surface quality, if any,
    4.1.10 Test location option, if any,
    4.1.11 Rejection option, if any, and
    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
    A01.22 on Steel Forgings and Wrought Fittings for Piping Applications and Bolting
    Materials for Piping and Special Purpose Applications.
    Current edition approved Oct. 1, 2004. Published October 2004. Originally
    approved in 1961. Last previous edition approved in 2003 as A 453/A 453M – 03.
    2 For ASME Boiler and Pressure Vessel Code Applications see related Specification
    SA-453 in Section II of that Code.
    3 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.
    1
    *A Summary of Changes section appears at the end of this standard.
    4.1.12 If stress-rupture testing is not required, except for
    Grade 660 Class D (see 7.2.1).
  5. Common Requirements
    5.1 Material and fasteners supplied to this specification shall
    conform to the requirements of Specification A 962/A 962M.
    These requirements include test methods, finish, thread dimensions,
    marking, certification, optional supplementary requirements,
    and others. Failure to comply with the requirements of
    Specification A 962/A 962M constitutes nonconformance with
    this specification. In case of conflict between the requirements
    of this specification and Specification A 962/A 962M, this
    specification shall prevail.
  6. Materials and Manufacture
    6.1 Finishing Process:
    6.1.1 Threads may be performed by machining or rolling.
    For Type 1 bolting, threading shall be performed after precipitation
    heat treatment. Types M1 and M2 bolting shall have
    machine cut threads. For Types 2 R1 and R2, bolting shall have
    rolled threads. Types R1 and M1 bolting, threading shall be
    performed after precipitation heat treatment. Types R2 and M2
    bolting shall be threaded after solution heat treatment but prior
    to precipitation heat treatment. When not specified by the
    purchaser, the type supplied shall be the option of the manufacturer.
    6.2 Heat Treatment—Each grade and class shall be heat
    treated as prescribed in Table 4.
  7. Mechanical Properties
    7.1 Tension Test:
    7.1.1 Requirements—The material in each heat-treatment
    charge shall conform to the room-temperature tensile requirements
    in Table 5.
    7.1.2 Number of Specimens:
    7.1.2.1 Heat-Treated Bars—When not more than two sizes
    of bars are heat treated in the same load, one tension test shall
    be made from each size in each heat of material in the
    heat-treatment charge (see 3.1.2). When more than two sizes of
    bars are treated in the same charge, one tension test shall be
    made from one bar of each of the two largest diameters from
    each heat of material in the heat-treating charge.
    7.1.2.2 Finished Parts—One tension test shall be made if
    the lot consists of parts of the same nominal diameter. If the lot
    consists of parts of more than one nominal diameter, one
    tension test shall be made from each nominal diameter of each
    heat involved in the lot (see Section 3).
    7.1.2.3 The diameter range shall be in increments of 1/2 in.
    [12.5 mm].
    7.2 Stress-Rupture Test:
    7.2.1 Requirements—The material shall conform to the
    stress-rupture requirements prescribed in Table 6 for design
    temperatures above 800 °F [427 °C]. Material not stressrupture
    tested shall be permanently stamped NR. Grade 660
    Class D does not require stress-rupture and shall be stamped
    NR.
    7.2.2 The number of specimens shall be the same as the
    required number of tension test specimens.
    7.2.3 The test location and orientation shall be the same as
    that required for the tension test specimens.
    7.2.4 Test Method:
    7.2.4.1 The rupture test shall be performed in accordance
    with Practice E 139.
    7.2.4.2 A combination smooth and notched test specimen,
    machined to the dimensions prescribed in Fig. 1 and Table 7,
    shall be tested in accordance with the stress-rupture requirements
    prescribed in Table 6. The test shall be continued to
    rupture. The rupture shall occur in the smooth section of the
    bar.
    7.2.4.3 As an alternative procedure and, when specifically
    approved by the purchaser, separate smooth and notched test
    specimens, machined from adjacent sections of the same piece,
    with gage sections conforming to the respective dimensions of
    Table 7, may be tested under the above conditions. The notched
    specimen need not be tested to rupture but shall not rupture in
    less time than the companion smooth specimen.
    7.2.4.4 When the minimum specified time to rupture in
    Table 6 has been achieved, incremental loading may be used to
    accelerate the time to rupture. At intervals of 8 to 16 h,
    preferably 8 to 10 h, the stress shall be increased in increments
    of 5000 psi [34.5 MPa]. Rupture location, and elongation
    requirements shall be as prescribed in Table 6, 7.2.4.2, and
    7.2.4.3.
    7.3 Hardness Test:
    7.3.1 Requirements—The material shall conform to the
    room temperature hardness requirements prescribed in Table 5.
    For Grade 660 Class D, in the case of conflict, tensile test
    results shall prevail over minimum hardness.
    7.3.2 Number of Tests:
    7.3.2.1 Bars 2 in. [50 mm] and Over—One test on each
    mill-treated length.
    7.3.2.2 Bars under 2 in. [50 mm]—One test on at least 10 %
    of the mill treated lengths.
    7.3.2.3 Fasteners—One test each on two fasteners or on a
    sample per Guide F 1470, Table 3, sample size B for each heat
    lot, whichever is the larger sample.
    7.3.3 Test Locations—The hardness test shall be made at the
    center of the cross section for bars up to 1 in. [25 mm] in
    diameter, and at the midradius on bars 1 in. [25 mm] and larger
    in diameter.
    TABLE 1 Continuous Heat-Treatment Charge Sizes
    Diameter, in. [mm] Weight, lb [kg]
    To 13/4 [44] 3000 [1400]
    Over 13/4 [44] to 21/2 [63] 6000 [2700]
    Over 21/2 [63] 12000 [5400]
    TABLE 2 Lot Sizes
    Diameter, in. [mm] Maximum Lot Size, lb [kg]
    11/2 [38] and under 200 [90]
    Over 11/2 [38] to 13/4 [44], incl 300 [140]
    Over 13/4 [44] to 21/2 [63], incl 600 [270]
    Over 21/2 [63] 20 pieces
    A 453/A 453M – 04
    TABLE 3 Chemical Requirements
    Grade 660 Grade 651
    UNS Number S66286 S63198
    Content, %
    Product Analysis Variation,
    Over or Under, % Content, %
    Product Analysis Variation,
    Over or Under, %
    Carbon 0.08 max 0.01 over 0.28–0.35 0.02
    Manganese 2.00 max 0.04 0.75–1.50 0.04
    Phosphorus 0.040 max 0.005 over 0.040 max 0.005 over
    Sulfur 0.030 max 0.005 over 0.030 max 0.005 over
    Silicon 1.00 max 0.05 0.30–0.80 0.05
    Nickel 24.0–27.0 0.20 8.0–11.0 0.15
    Chromium 13.5–16.0 0.20 18.0–21.0 0.25
    Molybdenum 1.00–1.50 0.05 1.00–1.75 0.05
    Tungsten … … 1.00–1.75 0.05
    Titanium 1.90–2.35 0.05 0.10–0.35 0.05 over
    ColumbiumA … … 0.25–0.60 0.05
    Aluminum 0.35 max 0.05 over … …
    Vanadium 0.10–0.50 0.03 … …
    Boron 0.001–0.010 0.0004 under to … …
    0.001 over
    Copper … … 0.50 max 0.03 over
    Grade 662 Grade 665
    UNS Number S66220 S66545
    Content, %
    Product Analysis, Variation
    Over or Under, % Content, %
    Product Analysis Variation,
    Over or Under, %
    Carbon 0.08 max 0.01 over 0.08 max 0.01 over
    Manganese 0.40–1.00 0.03 1.25–2.00 0.04
    Phosphorus 0.040 max 0.005 over 0.040 max 0.005 over
    Sulfur 0.030 max 0.005 over 0.030 max 0.005 over
    Silicon 0.40–1.00 0.05 0.10–0.80 0.05
    Nickel 24.0–28.0 0.20 24.0–28.0 0.20
    Chromium 12.0–15.0 0.15 12.0–15.0 0.15
    Molybdenum 2.0–3.5 0.10 1.25–2.25 0.10
    Titanium 1.80–2.10 0.05 2.70–3.3 0.05
    Aluminum 0.35 max 0.05 over 0.25 max 0.05 over
    Copper 0.50 max 0.03 over 0.25 max 0.03 over
    Boron 0.001–0.010 0.0004 under to 0.01–0.07 0.005
    0.001 over
    A Or columbium plus tantalum.
    TABLE 4 Heat Treatment RequirementsA
    Grade Class Solution Treatment Hardening Treatment
    660 A 16506 25 °F [900 6 14 °C], hold 2 h, min, and liquid
    quench
    1325 6 25 °F [720 6 14 °C], hold 16 h, air cool
    B 1800 6 25 °F [980 6 14 °C], hold 1 h, min, and liquid
    quench
    1325 6 25 °F [720 6 14 °C], hold 16 h, air cool
    C 1800 6 25 °F [980 6 14 °C], hold 1 h min, and oil quench 1425 6 25 °F [775 6 14 °C] hold 16 h, air cool
    1200 6 25 °F [650 6 14 °C] hold 16 h, air cool
    D 1650 6 25 °F [900 6 14 °C], hold 2 h min, and liquid
    quench or
    1800 6 25 °F [980 6 14 °C], hold 1 h min, and liquid
    quench
    1325 6 25 °F [720 6 14 °C], hold 16 h, air cool
    If necessary to achieve properties, second age:
    1200 6 25 °F [650 6 14 °C] hold 16 h, air cool
    651 A hot-cold worked at 1200 °F [650 °C] min with 15 % min reduction in cross-sectional
    area, stress-relief anneal at 1200 °F [650 °C] min or 4 h, min
    B hot-cold worked at 1200 °F [650 °C] min with 15 % min reduction of cross-sectional
    area, stress-relief anneal at 1350 °F [730 °C] min for 4 h, min
    662 A 18006 25 °F [980 6 14 °C], hold 2 h, liquid quench 1350 to 1400 °F [730 to 760 °C], hold 20 h, furnace cool to 12006 25 °F [650 6 14
    °C], hold 20 h, air cool
    B 1950 6 25 °F [1065 6 14 °C], hold 2 h, liquid quench 1350 to 1400 °F [730 to 760 °C], hold 20 h, furnace cool to 1200 6 25 °F [650 6 14
    °C], hold 20 h, air cool
    665 A 18006 25 °F [980 6 14 °C], hold 3 h, liquid quench 1350 to 1400 °F [730 to 760 °C], hold 20 h, furnace cool to 12006 25 °F [650 6 14
    °C], hold 20 h, air cool
    B 2000 6 25 °F [1095 6 14 °C], hold 3 h, liquid quench 1350 to 1400 °F [730 to 760 °C], hold 20 h, furnace cool to 1200 6 25 °F [650 6 14
    °C], hold 20 h, air cool
    A Times refer to the minimum time material is required to be at temperature.
    A 453/A 453M – 04
    TABLE 5 Mechanical Property Requirements
    Grade Class
    Tensile Strength,
    min
    Yield Strength
    (0.2 % Offset), min Elongation in
    43 Diam,
    min, %
    Reduction of
    Area, min, %
    Brinell Hardness
    Number
    Approximate Rockwell Hardness,
    B and C
    ksi MPa ksi MPa min max
    660 A, B, and C 130 895 85 585 15 18 248–341 24 HRC 37 HRC
    D 130 895 105 725 15 18 248–321 24 HRC 35 HRC
    651 A 100 690 70A 485 18 35 217–277 95 HRB 29 HRC
    60B 415
    B 95 655 60A 415 18 35 212–269 93 HRB 28 HRCC
    50B 345
    662 A 130 895 85 585 15 18 248–321 24 HRC 35 HRCC
    B 125 860 80 550 15 18 248–321 24 HRC 35 HRC
    665 A 170 1170 120 830 12 15 311–388 32 HRC 41 HRC
    B 155 1070 120 830 12 15 311–388 32 HRC 41 HRC
    A Material sizes 3 in. [76 mm] and under in diameter.
    B Material sizes over 3 in. [76 mm] in diameter.
    C Conversion numbers taken from Specification A 193/A 193M, Table number 2 (austenitic steels); others by interpolation.
    TABLE 6 Stress Rupture Requirements
    Grade Class
    Test
    Temperature,
    °F [°C]
    Stress, min Time to
    Rupture,
    min, hA
    Elongation,
    ksi MPa min, %
    660 A, B, and C 1200 [650] 56 385 100 5
    651 A and B 1200 [650] 40 275 100 5
    662 A and B 1200 [650] 55 380 100 5
    665 A 1200 [650] 75 515 100 3
    B 1200 [650] 70 485 100 5
    A The combination bar specimen shown in Fig.number 1 shall be tested
    continuously at the temperature and at the minimum stress specified or at a
    greater stress and shall rupture in a time not less than that specified.
    A 453/A 453M – 04
    4 Copyright ASTM International
    Reproduced by IHS under license with ASTM Licensee=Dept of Energy /9991702100
    No reproduction or networking permitted without license from IHS Not for Resale, 10/05/2005 14:03:49 MDT
  8. Product Marking
    8.1 Bolts, Nuts, Screws, Studs, and Steel Bolts—In addition
    to the grade and class shown in Table 4, the type designation
    (see 6.1.1) shall also appear on all bolting material so processed.
    Grade 660 Class D shall be stamped NR in addition to
    other required markings.
  9. Keywords
    9.1 bolts–steel; fasteners–steel; marking; nuts–steel; precipitation
    hardening steels; pressure vessel service; revision
    letter; steel bars–alloy; steel bolting material; steel flanges;
    steel values; temperature service applications–high; year date
    FIG. 1 Combination Smooth-Notch Stress-Rupture Test Specimen
    (See Table 6)
    TABLE 8 Permissible Variations in Size of Cold-Finished Bars
    Specified Size, in. [mm]
    Permissible Variations from Specified
    Size, in. [mm]A
    Over Under
    Over 1/2 to 1 [13 to 25], excl 0.002 [0.05] 0.002 [0.05]
    1 to 11/2 [25 to 38], excl 0.0025 [0.06] 0.0025 [0.06]
    11/2 to 4 [38 to 100], inclB 0.003 [0.08] 0.003 [0.08]
    A When it is necessary to heat treat or heat treat and pickle after cold finishing,
    because of special hardness or mechanical property requirements, the permissible
    variations are generally double those shown in the table.
    B For size tolerances of sizes over 4 in. [100 mm], the manufacturer should be
    consulted.
    A 453/A 453M – 04
    SUMMARY OF CHANGES
    Committee A01 has identified the location of selected changes to this specification since the last issue,
    A 453/A 453M – 03, that may impact the use of this specification. (Approved October 1, 2004)
    (1) Added paragraph 7.3.2.3.
    Committee A01 has identified the location of selected changes to this specification since the last issue,
    A 453/A 453M – 02, that may impact the use of this specification. (Approved October 1, 2003)
    (1) Revised 4.1.12, 7.2.1, 7.3.1, and 8.1 to include Grade 660
    Class D.
    (2) Corrected Hardness to Tensile conversions in Table 5.
    TABLE 7 Test Specimen Dimensions
    NOTE 1— Surfaces marked8, finish to 8 µin. [0.2 µm] rms or better.
    NOTE 2—The difference between dimensions F and D shall not exceed
    0.0005 in. [0.01 mm] for specimens 1 or 2. The difference shall not exceed
    0.001 in. [0.02 mm] for specimens 3, 4, 5, or 6.
    NOTE 3—Taper the gage length G to the center so that the diameter D
    at the ends of the gage length exceeds the diameter at the center of the
    gage length by not less than 0.0005 in. [0.01 mm] nor more than 0.0015
    in. [0.04 mm].
    NOTE 4—All sections shall be concentric about the specimen axis
    within 0.001 in. [0.02 mm].
    NOTE 5—Thread size T shall be equal to or greater than diameter H.
    NOTE 6—Dimensions A and B are not specified.
    NOTE 7—Length of shoulder C—1/8 + 1 / 32 -0 in. [3.2 + 0.8 mm].
    NOTE 8—Length of shoulder E—3/8 + 1/32 -0 in. [10.0 + 0.8 mm].
    Specimen
    Type
    Mid-length
    Gage Dia D
    and Notch-Root
    Dia F
    Gage
    Length,
    G
    Shoulder
    Diameter,
    H
    Notch-Root
    Radius
    Inches
    1 0.125 0.5 0.177 0.005
    2 0.160 0.65 0.226 0.005
    3 0.178 0.75 0.250 0.005
    4 0.252 1.0 0.375 0.007
    5 0.357 1.5 0.500 0.010
    6 0.505 2.0 0.750 0.015
    Tolerance 60.001 60.05 60.003 60.0005
    Millimetres
    7 3.17 12.0 4.5 0.13
    8 4.06 17.0 5.5 0.13
    9 4.52 20.0 6.5 0.13
    10 6.40 25.0 9.5 0.18
    11 9.07 40.0 12.0 0.25
    12 12.8 50.0 19.0 0.38
    Tolerance 60.025 61.3 60.1 60.01
    A 453/A 453M – 04

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