Designation: A31 − 14
Standard Specification for
Steel Rivets and Bars for Rivets, Pressure Vessels
1
This standard is issued under the fixed designation A31; 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
2
covers steel rivets for use in boilers
and pressure vessels and steel bars for use in the manufacture
of rivets.
1.2 Two grades are covered:
1.2.1 Grade A—Bars having a yield point of 23 000 psi
(160 MPa) minimum with carbon 0.18% maximum.
1.2.2 Grade B—Bars having a yield point of 29 000 psi
(200 MPa) minimum with carbon 0.28 % maximum.
1.2.3 Rivets are manufactured from the applicable bar
grade.
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only
and are not considered standard.
2. Referenced Documents
2.1 ASTM Standards:
3
A29/A29M Specification for General Requirements for Steel
Bars, Carbon and Alloy, Hot-Wrought
A370 Test Methods and Definitions for Mechanical Testing
of Steel Products
A751 Test Methods, Practices, and Terminology for Chemi-
cal Analysis of Steel Products
F1470 Practice for Fastener Sampling for Specified Me-
chanical Properties and Performance Inspection
2.2 ASME
Standards:
4
B18.1.1 Small Solid Rivets
7
⁄
16
Inch Nominal Diameter and
Smaller
B18.1.2 Large Rivets
1
⁄
2
Inch Nominal Diameter and Larger
B18.24 Part Identifying Number (PIN) Code System Stan-
dard for B18 Fastener Products
3. Ordering Information
3.1
Orders for rivets and bars under this specification shall
include:
3.1.1 Specification designation and date of issue,
3.1.2 Quantity—Number of pieces for rivets and weight for
bars,
3.1.3 Name of product and grade (A or B),
3.1.4 Size (diameter and length),
3.1.5 Rivet head type,
3.1.6 If inspection at point of manufacture is required,
3.1.7 Certification, if required (Section 14), and
3.1.8
Additional testing or special requirements, if required.
3.1.9 For establishment of a part identifying system, see
ASME B18.24.
NOTE 1—A typical ordering description is: ASTM A31 – 82, 10 000
pieces, steel rivets Grade A,
1
⁄
2
by 2 in., button head, test reports required.
4. Materials and Manufacture
4.1 The steel shall be made by any of the following
processes: open-hearth, electric-furnace, or basic-oxygen.
4.2 Rivets shall be manufactured from rivet bars conform-
ing to the applicable grade ordered.
4.3 Rivets shall be manufactured by hot- or cold-heading.
4.4 Bars shall be furnished as rolled and not pickled, blast
cleaned, or oiled. At producer’s option, bars may be cleaned for
inspection or cold drawn.
5. Chemical Composition
5.1 The steel shall conform to chemical composition pre-
scribed in Table 1.
5.2 Heat
Analysis—An analysis of each heat of steel shall be
made by the bar manufacturer to determine for Grades A and B
the percentages of carbon, manganese, phosphorus, and sulfur.
This analysis shall be made from a test ingot taken during the
pouring of the heat. The chemical composition thus determined
shall be reported to the purchaser or his representative and shall
conform to the requirements for heat analysis in accordance
with Table 1.
1
This specification is under the jurisdiction of ASTM Committee F16 on
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,
Nuts,
Rivets and Washers.
Current edition approved April 1, 2014. Published April 2014. Originally
approved in 1976. Last previous edition approved in 2009 as A31 – 04(2009). DOI:
10.1520/A0031-14.
2
For ASME Boiler and Pressure Vessel Code applications see related Specifi-
cation SA-31 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.
4
Available from American Society of Mechanical Engineers (ASME), ASME
International Headquarters, Two 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
5.3 Product Analysis—An analysis may be made by the
purchaser from finished materials representing each heat. The
chemical composition thus determined shall conform to the
requirements for product analysis prescribed in
Table 1.
5.4 Application of heats of steel to which bismuth,
selenium, tellurium, or lead has been intentionally added shall
not be permitted.
5.5 Chemical analyses shall be performed in accordance
with Test Methods, Practices, and Terminology
A751.
6. Mechanical Properties
6.1 Rivet Bend Tests:
6.1.1 The rivet shank of Grade A steel shall stand being bent
cold through 180° flat on itself, as shown in
Fig. 1, without
cracking on the outside of the bent portion.
6.1.2 The rivet shank of Grade B steel shall stand being bent
cold through 180° without cracking on the outside of the bent
portion in accordance with
Table 2.
6.2 Rivet Flattening Tests—The rivet head shall stand being
flattened, while hot, to a diameter 2
1
⁄
2
times the diameter of the
shank, as shown in Fig. 2, without cracking at the edges.
6.3 Bar Tensile Properties—Bars shall conform to the ten-
sile requirements in accordance with
Table 3.
6.4 Bar Bend Tests:
6.4.1 The test specimen for Grade A steel bars shall stand
being bent cold through 180° flat on itself without cracking on
the outside of the bent portion.
6.4.2 The test specimen for Grade B steel bars shall stand
being bent cold through 180° without cracking on the outside
of the bent portion to an inside diameter which shall have a
relation to the diameter of the specimen in accordance with
Table 4.
7. Dimensions, Mass, and Permissible Variations
7.1 Rivets:
7.1.1 The dimensions of rivets shall conform to B18.1.2 for
nominal diameters in. and larger and B18.1.1 for nominal
diameters
7
⁄
16
in. and less.
7.1.2 Snap gage measurement shall be made at the point of
minimum diameter, but it is not required that the rivet shall turn
completely in the gage. Measurements of the maximum toler-
ance shall be made with a ring gage, all rivets to slip full to the
head in the gage of the required size for the various diameters.
7.2 Bars—The diameter of hot-finished rivet bars shall not
vary from the size specified by more than the amounts in
accordance with
Table 5.
8. Workmanship, Finish, and Appearance
8.1 Rivets—The finished rivets shall be true to form,
concentric, and free of injurious defects.
8.2 Bars:
8.2.1 Bars shall be free of visible pipe, undue segregation,
and injurious surface imperfections.
8.2.2 Surface Finish—The bars shall have a commercial
hot-wrought finish obtained by conventional hot rolling. See
4.4 for producer’s descaling option.
TABLE 1 Chemical Requirements
Grade A Grade B
Heat
Analysis
Product
Analysis
Heat
Analysis
Product
Analysis
Carbon, max, % 0.18 0.18 0.28 0.31
Manganese, % 0.30–0.60 0.27–0.63 0.30–0.80 0.27–0.83
Phosphorus, max, % 0.040 0.048 0.040 0.048
Sulfur, max, % 0.050 0.058 0.050 0.058
FIG. 1 Bend Test of Rivet
TABLE 2 Bend Requirements, Rivets
Diameter of
Rivet Shank, in.
Ratio of Bend Diameter to Diameter of
River Shank
Grade A Grade B
3
⁄
4
and under
Over
3
⁄
4
flat
flat
1
1
1
⁄
2
FIG. 2 Flattening Test of Rivet
TABLE 3 Tensile Requirements, Bars
Grade A Grade B
Tensile strength, psi (MPa) 45 000–58 000
(310–400)
58 000–68 000
(400–470)
Yield point, min, psi (MPA) 23 000 (160) 29 000 (200)
Elongation in 8 in. or 200
mm, min, %
27 22
Elongation in 2 in. or 50
mm, min, %
33 25
TABLE 4 Bend Requirements, Bars
Specimen Diameter, in.
Ratio of Bend Diameter to Diameter of
Specimen
Grade A Grade B
3
⁄
4
and under
Over
3
⁄
4
flat
flat
1
⁄
2
1
A31−14
2
9. Number of Tests and Retests
9.1 Rivets—Sampling for rivet bend and rivet flattening tests
shall be in accordance with Guide
F1470, detection process.
9.2 Bars:
9.2.1 Two tension tests shall be made from each heat, unless
the finished material from a heat is less than 50 tons (45 Mg),
when one tension test will be sufficient. However, for material
2 in. (51 mm) and under in thickness, when the material from
one heat differs
3
⁄
8
in. (9.5 mm) or more in thickness, one
tension test shall be made from both the thickest and the
thinnest material rolled regardless of the weight represented.
Each test shall conform to the specified requirements.
9.2.2 Retests on bars may be made in accordance with
Specification
A29/A29M.
10. Specimen Preparation
10.1 Rivets—Rivets shall be tested in their full-size finished
condition.
10.2 Bars:
10.2.1 Test specimen selection and preparation shall be in
accordance with Specification
A29/A29M and Test Methods
and Definitions A370.
10.2.2 Tension and bend test specimens for rivet bars which
have been cold drawn shall be normalized before testing.
11. Test Methods
11.1 Rivets—Rivet bend and flattening tests shall be in
accordance with the manufacturers standard test procedures.
11.2 Bars—Tension and bend tests shall be conducted in
accordance with Test Methods and Definitions
A370, and
especially Supplement I thereof, on steel bar products.
12. Inspection
12.1 If the testing described in Section
9 is required by the
purchaser, it shall be specified in the inquiry and contract or
order.
12.2 The inspector representing the purchaser shall have
free entry at all times, while work on the contract of the
purchaser is being performed, to all parts of the manufacturer’s
works that concern the manufacture of the material ordered.
The manufacturer shall afford the inspector all reasonable
facilities, without charge, to satisfy him that the material is
being furnished in accordance with this specification. All tests
(except product analysis) and inspection shall be made at the
place of manufacture prior to shipment, unless otherwise
specified, and shall be so conducted as not to interfere
unnecessarily with the operation of the works.
13. Rejection and Rehearing
13.1 Rivets—Rivets that fail to conform to the requirements
of this specification may be rejected. Rejection should be
reported to the producer or supplier promptly and in writing. In
case of dissatisfaction with the results of the test, the producer
or supplier may make claim for a rehearing.
13.2 Bars—Rejection and rehearing shall be in accordance
with Specification
A29/A29M.
14. Certification
14.1 When specified on the purchase order, the manufac-
turer shall furnish certification that the material was manufac-
tured and tested in accordance with this specification together
with a report of the heat analysis (
5.2) and mechanical property
test results (Section 6) as applicable to the product ordered. The
report shall include the manufacturer’s name, ASTM
designation, grade, heat number (bars only), and authorized
signature.
15. Responsibility
15.1 The party responsible for the fastener shall be the
organization that supplies the fastener to the purchaser.
16. Packaging and Package Marking
16.1 Rivets—Rivets shall be properly packed and marked to
prevent damage and loss during shipment.
16.2 Bars—Bars shall be packed and marked in accordance
with Specification
A29/A29M.
17. Keywords
17.1 bars; carbon steel; pressure vessel rivets; rivets; steel
TABLE 5 Permissible Variations in the Size of Hot-Rolled Rounds
Specified Size, in.
Variations, from Size, in.
Out-of-
Round,
A
in.
Over Under
5
⁄
16
and under 0.005 0.005 0.008
Over
5
⁄
16
to
7
⁄
16
, incl 0.006 0.006 0.009
Over
7
⁄
16
to
5
⁄
8
, incl 0.007 0.007 0.010
Over
5
⁄
8
to
7
⁄
8
, incl 0.008 0.008 0.012
Over
7
⁄
8
to 1, incl 0.009 0.009 0.013
Over 1 to 1
1
⁄
8
, incl 0.010 0.010 0.015
Over 1
1
⁄
8
to 1
1
⁄
4
, incl 0.011 0.011 0.016
Over 1
1
⁄
4
to 1
3
⁄
8
, incl 0.012 0.012 0.018
Over 1
3
⁄
8
to 1
1
⁄
2
, incl 0.014 0.014 0.021
A
Out-of-round is the difference between the maximum and minimum diameters of
the bar, measured at the same cross section.
A31−14
3
SUPPLEMENTARY REQUIREMENTS
S1. Certification
S1.1 The certification requirements in
14.1 are mandatory.
SUMMARY OF CHANGES
Committee F16 has identified the location of selected changes to this standard since the last issue
(A31 –04(2009)) that may impact the use of this standard.
(1) Revised Sections
1.2.1, and 3.1.1, and Table 1 and Table 3. (2) Added Supplementary Requirement S1.
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A31−14
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