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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156
a rule the greatest amount of wheel sliding occurred during the first
runs of the morning, at which time the coefficient of rail friction was
usually low, it was also a fact that occasionally considerable wheel
sliding would be experienced when the coefficient of rail friction ob-
served previous to such tests had been about at its average value.
349. A study of the action of the train where wheel sliding oc-
curred and the coefficient of rail friction noted at the same time led
to the conclusion that other factors, such as shock, slack action, and
foreign matter on the rail surface, have a controlling influence in causing
wheel sliding. It was, therefore, concluded that the readings obtained
for coefficient of rail friction at the particular point on the rail used
for this purpose, could not be depended upon to indicate the probability
of wheel sliding.
HIGH BRAKING Power on Locomotive.
350. To overcome the shock resulting from the maximum emer-
gency braking power on the cars being higher and much more quickly
obtained than that on the locomotive, an experimental device (Par. 147)
was applied to the locomotive which gave a higher maximum emergency
braking power in a shorter time than is obtained with the standard ET
equipment. The brake cylinder pressure was blown down to normal
toward the end of the stop.
351. Figs. 86 and 87 show comparative car and tender brake
cylinder cards and slack action diagrams for 60 m.p.h. emergency
stops, electro-pneumatic equipment, 150 per cent, braking power on
cars, with and without the higher braking power on the locomotive.
The sudden and considerable slack action on the records taken between
cars 1 and 2 indicates clearly the shock received at the draft gears
about two seconds after the brakes are applied when ordinary braking
power is used on the locomotive. The slack action is much less severe
on the diagrams taken when the locomotive is braked higher than nor-
mal. A gradual change in the slack curves represents a comparatively
slow relative movement between cars, which is not noticeable to
passengers.
352. By referring to time pressure diagrams on these figures it is
noted that at twelve seconds after the application, the pressure in the
brake cylinder of the locomotive equipment is about the same in either
case, and therefore the arrangement of high percentage of braking
power cannot cause any more wheel sliding on the locomotive after
the twelve seconds’ period than with the original installation of the ET
equipment. This means that above some speed corresponding to the
twelve seconds’ time (about 35 miles per hour when stopping from