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COMPARING
FRICTION MATERIAL PROPERTIES
Prepared by Geoffrey Nicholson
Geoffrey Nicholson
was a Mechanical Engineer who had over 50 years experience in the friction
material industry. This report hopes to provide some explanations and
evaluate some test results on the primary friction material testing methods;
Physical Properties, Chase Tests & Inertia Dynamometer Tests.
PHYSICAL
PROPERTIES
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TRS (Transverse
Rupture Strength) measures tensile strength of the outside surface.
Regarded as an indication of rivet holding capacity. Average readings
taken on any one part should be above 5,000 pounds per square inch. The
stronger the better.
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| Gogan Hardness
is really a compression test. Reading depend upon thickness. It
measures low far the material is squashed by a 3/4" plunger with a 1500 kg
load. Thick materials will appear 'softer' than thin materials.
Typical Gogan's are within the range of 15 to 40. Too hard (less than 15)
may indicate brittleness. Soft (above 40) may indicate porosity, low
density, which could indicate poor life, ability to absorb moisture, etc.
Depends on formula. Within a range of 15-20, a hard block will take longer
to bed in. Could be noisy. May glaze more readily. A softer
block above 30, will conform to drum irregularities better. Can be more
effective.
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| Specific Gravity
measures density. Depends upon the ingredients in the friction
material. A metallic block will have a higher specific gravity (SG) than
an organic block. Friction materials are often a combination. Within
the specification range, a low SG could indicate porosity (accompanied by a high
Gogan reading). Consistent specific gravity figures indicate a
manufacturing process in control.
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| Swell and Growth
shows the temporary and permanent amount of thickness increase when a part is
heated to 400°F. With present test methods the consensus of opinion is
that swell should be no more that 2.7%, or .020" on a 3/4" thick
block. Materials with swell above this range could cause problems with
brakes fitted with automatic slack adjusters.
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| Acetone Extract
is a test which measures the amount of uncured resins in a material. An
indication of the degree of cure. Readings above 1.5% can indicate a
potential for swell. |
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Test results from
off-the-shelf heavy duty brake blocks from three different sources (samples A, B
& C) illustrate what the user should be looking for.
Comparison of
Physical Test Data
|
Sample
A |
Sample
B |
Sample
C |
Normal
Value |
| TRS (lbs/in²) |
8500 |
7500 |
6500 |
5000
plus |
| Gogan Hardness |
28-31 |
22-24 |
20-25 |
20-35 |
| Specific Gravity
(gms/cc) |
1.97-1.98 |
2.00-2.03 |
2.25-2.27 |
* |
| Acetone Extract
(%) |
0.55 |
0.54 |
1.18 |
less
than 2.5% |
| Swell (%) |
2.10 |
2.24 |
0.75 |
less
than 2.7% |
| Growth |
1.57 |
1.58 |
0.42 |
less
than 2.7% |
| Properties of
all three products are well within the ranges which are recognised as
adequate for heavy duty braking applications. |
| * The lower
specific gravity of sample A indicates it container a smaller proportion
of 'heavy' ingredients. It does not signify, in any way, that this
is an inferior product. |
| The higher
acetone extract of sample C could be related to the formulation. |
| Although it is
higher that the other two, the difference is not significant. |
PERFORMANCE
CHARACTERISTICS
|
The Chase machine is
well established as a means of determining friction levels. AAMVA
certification and edge codes are based on the results of this test. It
does not, however, accurately predict how a friction material will perform in a
brake. A sample for Chase testing is only 1"x1"x1"! A
sample this size may not be representative of a full set of blocks.
Look at the three
typical Chase test results: A, B & C. Let us analyse them.
The test procedure
is according to SAE standard J661a. It begins with a bedding in of 20
applications, 10 seconds on, 20 seconds off, with friction readings at every
fifth application. This is followed by a drag test where the test drum
temperature is allowed to rise to 550°F. Friction reading are taken at
50°F intervals. During the recovery part of the test the drum is allowed
to cool, and the brake is applied, and friction readings taken, at 100°F
intervals. The wear portion of the test consists of 100 applications at
400°F, 20 seconds on, 10 seconds off.
This is followed by
a second fade and recovery test. Similar to the first, but with
temperatures going up to 650°F. Finally a baseline like the one at the
beginning.
Test samples are
weighed and thickness is measured before and after testing to get some idea of
wear.
AAMVA edge codes
indicate the normal and hot friction values based on this test - see "What
is an Edge Code?" (SAE J866a)
Friction
Characteristics
Materials A, B &
C are all rated as FF. This means the average friction up to 400°F
(normal) and generally over 400°F (hot) are both within the range .351 to
.450. All three materials exhibit basically the same friction level during
the 100 wear applications. Material A tended to lose friction level
drastically above 500°F in the second fade portion - above 600°F the friction
was so low that no work was being done - not enough to lift the drum temperature
to 650°F for a final reading! And it took quite a time for the original
friction level to be regained upon cooling. This low friction at high
temperatures results in a FE rating for this sample.
Sample B exhibits
higher friction during the fade portion around 400°F, but does not fade below
its initial value. A material that does not fade when temperatures get
high can be dangerous. A driver is not aware the brakes are hotter and
does not adjust his driving to compensate. Brakes can get hotter and
hotter until the tires burst, or the brake lining catches fire.
Sample C exhibits a
steady friction level throughout the test with just about the right amount of
fade above 550°F.
Durability
Examine the wear
data. With a stable material the thickness loss and the weight loss should
be relative to one another. If thickness loss is proportionately less than
the weight loss then the material is swelling. Note samples A and C both
have some degree of swell. Sample B looks as though it could be shrinking!
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Comparison
of SAE J-661a Tests on Samples A, B & C
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Sample A |
|
__________
Sample B |
|
__________
Sample C |
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Sample |
Weight |
loss |
Thickness |
loss |
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|
Actual |
% |
Actual |
% |
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A |
.501 |
8.8 |
.011 |
5.8 |
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B |
.258 |
3.9 |
.009 |
4.4 |
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C |
.551 |
6.6 |
.011 |
4.5 |
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FULL SCALE
INERTIA DYNAMOMETER TESTS
| Now take a look
at the FMVSS-121 inertia dynamometer tests results on these same three
materials - taken from the same three boxes. This test simulates the
braking conditions which new trucks are required to meet when traveling on
the highway. The graphs most often seen are the three we illustrate.
Effectiveness test
measuring the efficiency of the brake at different line pressures. The
minimum effectiveness permissible is indicated by the dotted line.
Fade test where ten stops
are made at a high deceleration rate. The line pressures needed to
meet the required deceleration rate are displayed on the graph. A
high line pressure is indicative of a less effective brake; the maximum
pressure should not exceed 100 psi.
Recovery test where 20
stops are made at lower deceleration rates. The maximum pressure
allowed is 85 psi.
Factors affecting the
performance of a brake are the gross axle weight, the tire rolling radius,
the AL factor (air chamber size x slack adjuster length) and the drum
weight. (A light weight drum gets hotter than a heavy one during
braking). So it is important when comparing test results all these
factors are checked - that we are comparing "apples with
apples".
These three tests were
carried out on the same dynamometer under the same testing
conditions. All tests were done within a few days of one
another. They should be directly comparable.
The three test results are
basically very similar. Variations which might have been predicted
from the Chase tests on blocks taken from the same box did not materialise.
Effectiveness
Sample C is slightly more
effective than the other two; comfortably above the minimum
requirements. Expect this material to perform well at a higher axle
rating.
Fade (Power Stops)
Sample B fades during the
fade (power stops). (It requires more line pressure to maintain the
same level of deceleration). This is contradictory to what would
have been forecasted from the Chase results. Although less effective
that the other two, pedal pressure does not exceed the 100 psi maximum.
Recovery
Samples A and C behave
quite similarly during the recovery portion. Sample B exceeds the
permissible maximum on the first stop, but regains its friction level by
the end of the test.
Durability (Drum and
Lining Wear)
Wear results on a short
test like this do not mean a great deal. Samples A and C have
similar lining and drum wear. Yet the difference between drum wear
with samples B and C is only .002" on diameter - .001" in drum
wall thickness. Anyone who has measured a drum will appreciate the
difficultly in measuring to such accuracy with normal drum micrometers.
The leading shoe data on
sample A and C suggests some swell and growth, but this is contradicted
with the data on the trailing shoes. The similar weight loss of
sample C, in spite of its higher specific gravity, would suggest it may
last longer. In practice do not expect to see much difference in
overall performance between all three.
Inertia Dynamometer Test
Conditions
| Procedure:
FMVSS-121 |
| Drum
Weight: 107 1/2 - 109 1/2 pounds |
| Brake:
Rockwell 16.5"x7" S-cam Air brake. |
| Rolling
Radius: 21.1" |
| A.L.
Factor: 180 (30x6) |
| Wheel
Load: 10154 pounds |
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Comparison
of FMVSS-121 Test on Samples A, B & C
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Sample A |
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__________
Sample B |
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__________
Sample C |
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FMVSS-121
Dynamometer Wear Data |
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Leading
Shoe |
Thickness
Loss (lbs) |
Weight
Loss (lbs) |
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A |
0.0049 |
0.154 |
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B |
0.0090 |
0.176 |
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C |
0.0043 |
0.152 |
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Trailing
Shoe |
Thickness
Loss (lbs) |
Weight
Loss (lbs) |
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A |
0.006 |
0.132 |
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B |
0.009 |
0.154 |
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C |
0.005 |
0.110 |
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Drum |
Diameter
Change (ins) |
|
|
A |
0.004 |
|
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B |
0.001 |
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C |
0.003 |
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WHAT
IS AN EDGE CODE? THE FUTURE?
For the past thirty+
years SAE J-866a has specified how friction materials should be identified as
far as friction level is concerned. SAE J-866a is based on the test
procedure SAE J-661 (described above). By now most people in our industry
are familiar with SAE J-866a, and it has been openly adopted by other
countries. British Standard BS AU-142 is a typical example.
Friction rating is
identified by two letters, one indicating 'normal' friction level, the other the
'hot' friction level.
| Code
Letter |
Coefficient
of Friction |
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| C |
Not
over 0.15 |
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| D |
Over
0.15 but not over 0.25 |
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| E |
Over
0.25 but not over 0.35 |
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| F |
Over
0.35 but not over 0.45 |
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| G |
Over
0.45 but not over 0.55 |
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| H |
Over
0.55 |
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| Z |
Unclassified |
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An edge code of FF means
both normal and hot frictions are between 0.35 and 0.45. An edge ocde of
EF means normal friction is between 0.25 and 0.35, and hot friction is between
0.35 and 0.45.
This is not very precise, and can
often lead to confusion. Friction levels are based on an average of five
tests. Consider the case of a friction material with a normal friction of
0.349 and a hot friction of 0.351 - an EF material. Imagine replacing this
with a similarly rated material with a normal friction of 0.251 and a hot of
0.449. They are as different as can be but carry the same edge code.
To replace one with the other, especially on a duo-servo (Bendix®) drum brake
could be downright dangerous!
So, the powers that be have
rightly suggested a new means of determining friction levels. Instead of
testing a small (1" sq.) piece, the new tests are carried out on a full
size brake. SAE J-1802 uses a S-cam brake with a test procedure not unlike
the FMVSS-121 procedure described above, at 20,000 lbs axle loading and
19.7" effective radius. (A similar recommendation, SAE J-1652 deals
with passenger car and light truck disc brake effectiveness). A formula is
specified for calculating both normal and hot friction levels - an average
recorded for 9 stops at 212°F and line pressures varying from 10 psi to 50 psi,
plus another 9 similar stops at 600°F. When this has been adopted, the
SAE J-866a based on the Chase machine will be withdrawn - according to a recent
revision of SAE J-866a.
In the meantime, the American
Trucking Association through its Maintenance Council has issued 'Recommended
Practice, RP-628' - revised March 1996 - which classifies brake linings
according to the torque generated on an S-cam brake at 40 psi line pressure
during the 'effectiveness' portion of the FMVSS-121 test procedure. There
is nothing wrong with this. Just make sure when comparing torque values
you are comparing apples with apples. It is acceptable to test under
varying conditions of GAWR (Gross Axle Weight Rating), air chamber and slack
adjuster sizes.
To find out more about the new
SAE recommended practices, and that of the Maintenance Council (TMC), contact:
| Society of
Automotive Engineers |
The Maintenance
Council |
| 400 Commonwealth
Drive |
American
Trucking Association |
| Warrendale, PA
15096-0001 |
2200 Mill Road |
|
Alexandria, VA
22314 |
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