Brake Tests
År: 1913
Forlag: Pensylvania Railroad Company
Sted: Altoona, Penna.
Sider: 401
A Report Of A Series Of Road Tests Of Brakes On Passanger Equipment Cars Made At Absecon, New Jersey, In 1913
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153
338. With the standard brake train and flange shoes a high
percentage of wheel sliding is shown, but on only one test (No. 1014)
was there excessive sliding. This may be partially attributed to the
fact that it was run at 6 a. m. and subjected to rail conditions different
from those prevailing during other tests made with this type of brake
rigging.
339. A total of 282 emergency tests at 150 per cent, braking
power were made with the various types of brakes; of this number
22 per cent, had wheel sliding, 10 per cent, occurring during the tests
of the No. 1 clasp brake.
340. At 180 per cent, braking power with plain shoes, wheel
sliding occurred on but 7 out of 36 tests. With flange shoes sliding
occurred in 11 out of 23 tests. In only one test of the 59, with 180
per cent, braking power, was there wheel sliding amounting to over 3,000
feet.
341. From the above it follows, that the determining factor in
wheel sliding is not high braking power alone but rather the uncon-
trollable conditions of rail and weather in connection with it, against
which no permanent provision can be made without a sacrifice in the
length of emergency stops during those favorable periods of the day
or seasons of the year when conditions warrant the use of high braking
power.
342. The effect of wheel sliding is to lengthen the stop, but the
extent of the lengthening depends upon the amount of the wheel sliding
and the braking power being used. (Par. 375.)
343. Whether the sliding of wheels will or will not cause flat
spots of a size sufficient to produce rough riding of the car depends
entirely on circumstances; for example, a condition of rail surface
which will cause a considerable amount of wheel sliding, with relatively
low percentages of braking power, is a condition which at the same
time will permit long slides to occur without producing noticeable flat
spots. On the other hand, when the rail is in good condition, or in the
extreme case of a sanded rail, a very short slide may produce flat spots
of a size requiring prompt attention. The amount of flattening is
further contributed to by the weight upon the wheels and the material
in the wheels and rail. The effect of rail conditions on the amount of
flattening produced was brought out during the tests; there being many
cases observed where the wheels picked up and slid for a considerable
distance on a bad rail producing but small flat spots, whereas with better
rail conditions instances of wheel sliding were observed to produce flat
spots of considerable size when the wheels slid a much shorter distance.
No flat spots of sufficient size were obtained to necessitate changing
wheels during the tests, although, on account of the number of small
spots accumulated upon the wheel tread, it was found advisable to
change some wheels before the cars were put back into regular service.