Standard Test Method for Flexural Strength of Manufactured Carbon and Graphite Articles Using Four-Point Loading at Room Temperature

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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 metric equivalents of inch-pound values may be approximate.
1.3 This standard does not purport to address all of the safety problems, 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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09-Apr-2000
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ASTM C651-91(2000) - Standard Test Method for Flexural Strength of Manufactured Carbon and Graphite Articles Using Four-Point Loading at Room Temperature
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
An American National Standard
Designation:C 651–91(Reapproved 2000)
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 C 651; 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 3.2 Definitions— For definitions of terms relating to manu-
factured carbon and graphite, see Terminology C 709.
1.1 This test method covers determination of the flexural
strength of manufactured carbon and graphite articles using a
4. Apparatus
simple beam in four-point loading at room temperature.
4.1 The testing machine shall conform to the requirements
1.2 The values stated in inch-pound units are to be regarded
of PracticesE4.
as the standard. The values given in parentheses are for
4.2 The four-point loading fixture shall consist of bearing
information only.
blocks which ensure that forces applied to the beam are normal
1.3 This standard does not purport to address all of the
only and without eccentricity. (See Test MethodC78.)
safety concerns, if any, associated with its use. It is the
4.2.1 The bearing block diameter shall be between 1/10 and
responsibility of the user of this standard to establish appro-
1/20 of the specimen support span. A hardened steel bearing
priate safety and health practices and determine the applica-
block or its equivalent is necessary to prevent distortion of the
bility of regulatory limitations prior to use.
loading member.
2. Referenced Documents 4.3 The directions of loads and reactions may be maintained
parallel by judicious use of linkages, rocker bearings, and
2.1 ASTM Standards:
flexure plates. Eccentricity of loading can be avoided by the
C78 Test Method for Flexural Strength of Concrete (Using
use of spherical bearings. Provision must be made in fixture
Simple Beam with Third-Point Loading)
design for relief of torsional loading to less than 5 % of the
C 709 Terminology Relating to Manufactured Carbon and
nominal specimen strength. Refer to the attached figure for a
Graphite
4 suggested four-point loading fixture.
E4 Practices for Force Verification of Testing Machines
E 177 Practice for Use of the Terms Precision and Bias in
5. Test Specimen
ASTM Test Methods
5.1 Preparation—The test specimen shall be prepared to
E 691 Practice for Conducting an Interlaboratory Study to
5 yield a parallelepiped of rectangular cross section. The faces
Determine the Precision of a Test Method
shall be parallel and flat within 0.001 in. (0.025 mm)/in. of
3. Terminology length. In addition, the samples having a maximum particle
size less than 0.006-in. (0.152-mm) diameter must be finished
3.1 Definitions of Terms Specific to This Standard:
so that the surface roughness is less than 125 µin.AA. Sample
3.1.1 flexural strength—a measure of the ultimate load-
edges should be free from visible flaws and chips.
carrying capacity of a specified beam in bending.
5.2 Size—The size of the test specimen shall be selected
such that the minimum dimension of the specimen is greater
This test method is under the jurisdiction of ASTM Committee D02 on
than 5 times the largest particle dimension. The test specimen
Petroleum Products and Lubricants and is the direct responsibility of Subcommittee
shall have a length to thickness ratio of at least 8, and a width
D02.F on Manufactured Carbon and Graphite Products.
to thickness ratio not greater than 2.
Current edition approved June 15, 1991. Published December 1991. Originally
5.3 Measurements—All dimensions shall be measured to
published as C 651 – 70. Last previous edition D 651 – 70 (1989).
Annual Book of ASTM Standards, Vol 04.02.
the nearest 0.5 %.
Annual Book of ASTM Standards, Vol 05.05.
5.4 Orientation—The specimen shall be marked on the end
Annual Book of ASTM Standards, Vol 03.01.
to denote its orientation with respect to the parent stock.
Annual Book of ASTM Standards, Vol 14.02.
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C 651–91 (2000)
5.5 Drying—Each specimen must be dried in a vented oven 8.2 If the fracture occurs outside of the span length between
at 120 to 150°C for a period of 2 h. The sample must then be load bearing blocks, the results of the test shall be discarded
cooled to room temperature in a desiccator and held there prior but reported. If fracture occurs in less than 5 s, the results shall
to testing. be discarded but reported.
8.3 Amultiplyingfactorof6.89
...

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