The Locomotive - Lighthouse Survival Blog
The Locomotive - Lighthouse Survival Blog
The Locomotive - Lighthouse Survival Blog
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44 THE LOCOMOTIVE. [Makch,<br />
should have to apply a tensile strain of 37,700 pounds per square inch before Ave could<br />
pull it back to its original length, provided the steel stretched always at the same rate<br />
as it does when small forces are applied. This means that under the conditions we<br />
have imagined the feed-water would jM-oduce in the boiler shell a ten.sile strain of<br />
37,700 pounds jier square inch; and this would be sufRcient to tear the girth joints<br />
apart at once.<br />
Now, as a matter of fact, we know that although feed-water does a great deaJ,of<br />
damage when discharged against boiler plates in the way we have described, we know<br />
equally well that feed-pipes are often put in as though such an action were specially<br />
desired and invited ; and we know that although seams are usually started and other<br />
damage done, imder these conditions, yet the strains that are set up do not actually<br />
pull the joints suddenly apart, as our calculation indicates. We shall therefore have to<br />
consider why the full calculated strain is not realized in practice. One of the principal<br />
reasons is, that although the chilled spot is in large measure prevented from contracting<br />
by the surrounding parts of the plate, it is not altogether prevented. <strong>The</strong>re is<br />
undoubtedly an elastic yielding of the metal for a considerable distance around the place<br />
where the feed is discharged ; for we have to remember that the whole boiler is elastic<br />
in the same degree as the strip we have been considering. As soon as the chilling<br />
occurs and the plate tries to contract locally, the pull is transmitted through the shell<br />
to a considerable distance,— let us say for thirty inches in every direction— diminishing<br />
in intensity in proportion as we go away from the center of disturbance. If a strip of<br />
metal 10 inches long be chilled as we have supposed, and be held at each end by strips<br />
30 inches long whose remote extremities are held rigidly, and if, further, we suppose the<br />
strain to be uniform throughout the 10-inch central part and to diminish uniformly<br />
as we pass outward along the retaining strips until it becomes nothing at their outer<br />
ends, then it is easy to show, by a little mathematics, that the stretch of the two 30-inch<br />
strips will relieve the strain on the central part so as to bring it from 37,700 pounds per<br />
square inch down to 9,470 pounds per square inch. This state of things does not hold<br />
strictly true in the boiler shell, because there the strains radiate from a center in all<br />
directions ; but it is probabh' apj^roximately true because those strains which run girth-<br />
wise ])robably relieve themselves by causing the shell to straighten out a little for the<br />
moment. This view is also sustained by the fact that cold feed-water rarely affects the<br />
longitudinal seams, although its cflFects are very marked on the girth seams.<br />
<strong>The</strong> principal objection to the process above considered seems to be that we cannot<br />
say with certainty at what distance from the feed-pipe the strains- cease to be felt.<br />
However, we may feel pretty confident that in the case of the boiler we have been<br />
considering, a longitudinal strain of .somewhere in the neighborhood of 8,000 or 10,000<br />
pounds per squa^-e inch may l)e produced by the feed-water striking directly upon the<br />
plates ; and this, in addition to the normal strain produced by the steam pressure, is<br />
quite enough to tax the girth seams beyond their elastic limit, if the feed-pipe discharges<br />
anywhere near them. Hence it is not surpri.sing that the girth seams develop leaks<br />
and cracks in 99 cases out of every hundred in which the feed discharges directly upon<br />
the fire-sheets. In some cases the local strains maj' not be felt as far away from the feed-<br />
pipe as 30 inches, and then we should expect them to be greater in amount and<br />
correspondingly more severe in their effects.<br />
<strong>The</strong> reality and the magnitude of the temperature strains in bodies will be readily<br />
conceded by those who have had experience with .steel hardened by plunging it in<br />
water while hot. It is well known that such treatment is apt to warp the steel out of