ASTM C651-91(2005)e1
(Test Method)Standard Test Method for Flexural Strength of Manufactured Carbon and Graphite Articles Using Four-Point Loading at Room Temperature
Standard Test Method for Flexural Strength of Manufactured Carbon and Graphite Articles Using Four-Point Loading at Room Temperature
ABSTRACT
This test method details the standard procedures for determining the flexural strength of manufactured carbon and graphite articles using a simple beam in four-point loading at room temperature. The four-point loading fixture shall consist of spherical bearing blocks of hardened steel or its equivalent to ensure that forces applied to the beam are normal only and without eccentricity, and distortion of the loading member is prevented. Judicious use of linkages, rocker bearings, and flexure plates may maintain the parallel direction of loads and reactions. The test specimens shall be prepared to yield a parallelepiped with cross sections that are rectangular, faces that are parallel and flat, and edges that are free from visible flaws and chips.
SCOPE
1.1 This test method covers determination of the flexural strength of manufactured carbon and graphite articles using a simple beam in four-point loading at room temperature.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.
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Standards Content (Sample)
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An American National Standard
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Designation:C651–91(Reapproved 2005)
Standard Test Method for
Flexural Strength of Manufactured Carbon and Graphite
Articles Using Four-Point Loading at Room Temperature
This standard is issued under the fixed designation C651; 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.
´ NOTE—Units of measurement were corrected in Section 8 in May 2005.
1. Scope E691 Practice for Conducting an Interlaboratory Study to
Determine the Precision of a Test Method
1.1 This test method covers determination of the flexural
strength of manufactured carbon and graphite articles using a
3. Terminology
simple beam in four-point loading at room temperature.
3.1 Definitions of Terms Specific to This Standard:
1.2 The values stated in inch-pound units are to be regarded
3.1.1 flexural strength—a measure of the ultimate load-
as the standard. The values given in parentheses are for
carrying capacity of a specified beam in bending.
information only.
3.2 Definitions—For definitions of terms relating to manu-
1.3 This standard does not purport to address all of the
factured carbon and graphite, see Terminology C709.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Apparatus
priate safety and health practices and determine the applica-
4.1 The testing machine shall conform to the requirements
bility of regulatory limitations prior to use.
of Practices E4.
4.2 The four-point loading fixture shall consist of bearing
2. Referenced Documents
blocks which ensure that forces applied to the beam are normal
2.1 ASTM Standards:
only and without eccentricity. (See Test Method C78.)
C78 Test Method for Flexural Strength of Concrete (Using
4.2.1 The bearing block diameter shall be between 1/10 and
Simple Beam with Third-Point Loading)
1/20 of the specimen support span. A hardened steel bearing
C709 Terminology Relating to Manufactured Carbon and
block or its equivalent is necessary to prevent distortion of the
Graphite
loading member.
E4 Practices for Force Verification of Testing Machines
4.3 The directions of loads and reactions may be maintained
E177 Practice for Use of the Terms Precision and Bias in
parallel by judicious use of linkages, rocker bearings, and
ASTM Test Methods
flexure plates. Eccentricity of loading can be avoided by the
use of spherical bearings. Provision must be made in fixture
This test method is under the jurisdiction of ASTM Committee D02 on
design for relief of torsional loading to less than 5 % of the
Petroleum Products and Lubricants and is the direct responsibility of Subcommittee
nominal specimen strength. Refer to the attached figure for a
D02.F0 on Manufactured Carbon and Graphite Products.
suggested four-point loading fixture.
Current edition approved May 1, 2005. Published May 2005. Originally
approved in 1970. Last previous edition approved in 2000 as C651–91(2000). DOI:
5. Test Specimen
10.1520/C0651-91R05E01.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1 Preparation—The test specimen shall be prepared to
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
yield a parallelepiped of rectangular cross section. The faces
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shall be parallel and flat within 0.001 in. (0.025 mm)/in. of
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C651–91 (2005)
length. In addition, the samples having a maximum particle 8. Calculation
size less than 0.006-in. (0.152-mm) diameter must be finished
8.1 If the fracture occurs within the span length between the
so that the surface roughness is less than 125 µin.AA. Sample
loadbearingsurfaces,calculatetheflexuralstrengthasfollows:
edges should be free from visible flaws and chips.
S 5PL/bd
5.2 Size—The size of the test specimen shall be selected
such that the minimum dimension of the specimen is greater
than 5 times the largest particle dimension. The test specimen
where:
shall have a length to thickness ratio of at least 8, and a width
S = flexural strength, psi (MPa),
to thickness ratio not greater than 2.
P = maximum applied load indicated by the testing ma-
5.3 Measurements—All dimensions shall be measured to
chine, lbf (N),
the nearest 0.5 %. L = support span length, in. (mm),
b = average width of specimen, in. (mm), and
5.4 Orientation—The specimen shall be marked on the end
d = average thickness of specimen, in. (mm).
to denote its orientation with respect to the parent stock.
8.2 If the fracture occurs outside of the s
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