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The Locomotive - Lighthouse Survival Blog

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1893. J THE LOCOMOTIVE 19<br />

<strong>The</strong> column hciuled " net width " gives the width of the piece after the diameter of<br />

the hole ha.s been deducted, and the "net sectional area" is obtained by multiplying the<br />

net width by the thickness. It will \)0 noticed that the iron shows a material increase<br />

in strength as the tcmi)crature ri.ses. At 78° it broke at 52,300 lbs. per square inch of<br />

original section, but at 575° an additional stress of seven tons per square inch was re-<br />

quired in order to break it. <strong>The</strong> iron even .shows a gain in strength^etween 575° and<br />

'.100°, but it is doubtful if all pieces woidd show a gain in strength at this place, for at<br />

925° we are approaching a red heat. <strong>The</strong> steel also showed a pronounced ^ain in<br />

strength per square inch of original section, as the temperature rose from 68° to 575°,<br />

but after this point was reached it fell off again, though even at 925° it remained materi-<br />

ally stronger than at 68°. A marked and unexpected falling off in the contraction of<br />

area was observed in both the iron and the steel. This is so pronounced in the case of<br />

the steel that if tlie strain is computed per square inch of fractured area the steel appears<br />

to grow continuously weaker as the temperature ri.ses. <strong>The</strong> lessening of the contraction<br />

is not so marked in the iron test pieces, so that these exhibit an increa.sing strength<br />

whether the original or the fractured area is considered. Although these experiments<br />

were not numerous enough to serve as the ba.sis of any very broad generalizations concerning<br />

the effect of temperature on the strength of iron, we considered that they showed<br />

Temperature<br />

Test.<br />

of<br />

<strong>The</strong> Tensile Strength of Steel at Various Temperatures.

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