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Steel Making

Carbon-steel Forgings
Low-stressed, carbon-steel forgings include such parts as car...

Classifications Of Steel
Among makers and sellers, carbon tool-steels are classed by g...

Testing And Inspection Of Heat Treatment
The hard parts of the gear must be so hard that a new mill f...

Heat-treating Equipment And Methods For Mass Production
The heat-treating department of the Brown-Lipe-Chapin Company...

The Electric Process
The fourth method of manufacturing steel is by the electric f...

Temperature For Annealing
Theoretically, annealing should be accomplished at a tempera...

Lathe And Planer Tools
TO FORGE.--Gently warm the steel to remove any chill is parti...

Cutting-off Steel From Bar
To cut a piece from an annealed bar, cut off with a hack saw,...

Uses Of The Various Tempers Of Carbon Tool Steel
DIE TEMPER.--No. 3: All kinds of dies for deep stamping, pres...

Plant For Forging Rifle Barrels
The forging of rifle barrels in large quantities and heat-tre...

Nickel
Nickel may be considered as the toughest among the non-rare a...

Brown Automatic Signaling Pyrometer
In large heat-treating plants it has been customary to mainta...

Hardening High-speed Steel
In forging use coke for fuel in the forge. Heat steel slowly ...

Preventing Cracks In Hardening
The blacksmith in the small shop, where equipment is usually ...

Heat Treatment Of Axles
Parts of this general type should be heat-treated to show the...

Introduction Of Carbon
The matter to which these notes are primarily directed is the...

Quenching The Work
In some operations case-hardened work is quenched from the bo...

Annealing Work
With the exception of several of the higher types of alloy s...

Pyrometry And Pyrometers
A knowledge of the fundamental principles of pyrometry, or th...

Machineability
Reheating for machine ability was done at 100 deg. less than ...



Tensile Properties






Category: COMPOSITION AND PROPERTIES OF STEEL

Strength of a metal is usually expressed in the number of pounds
a 1-in. bar will support just before breaking, a term called the
ultimate strength. It has been found that the shape of the test
bar and its method of loading has some effect upon the results,
so it is now usual to turn a rod 5-1/2 in. long down to 0.505 in.
in diameter for a central length of 2-3/8 in., ending the turn
with 1/2-in. fillets. The area of the bar equals 0.2 sq. in., so
the load it bears at rupture multiplied by 5 will represent the
ultimate strength in pounds per square inch.

Such a test bar is stretched apart in a machine like that shown
in Fig. 9. The upper end of the bar is held in wedged jaws by the
top cross-head, and the lower end grasped by the movable head.
The latter is moved up and down by three long screws, driven at
the same speed, which pass through threads cut in the corners of
the cross-head. When the test piece is fixed in position the motor
which drives the machine is given a few turns, which by proper
gearing pulls the cross-head down with a certain pull. This pull
is transmitted to the upper cross-head by the test bar, and can
be weighed on the scale arm, acting through a system of links and
levers.

Thus the load may be increased as rapidly as desirable, always
kept balanced by the weighing mechanism, and the load at fracture
may be read directly from the scale beam.

This same test piece may give other information. If light punch
marks are made, 2 in. apart, before the test is begun, the broken
ends may be clamped together, and the distance between punch marks
measured. If it now measures 3 in. the stretch has been 1 in. in 2,
or 50 per cent. This figure is known as the elongation at fracture,
or briefly, the elongation, and is generally taken to be a measure
of ductility.

When steel shows any elongation, it also contracts in area at the
same time. Often this contraction is sharply localized at the fracture;
the piece is said to neck. A figure for contraction in area is
also of much interest as an indication of toughness; the diameter
at fracture is measured, a corresponding area taken out from a
table of circles, subtracted from the original area (0.200 sq.
in.) and the difference divided by 0.2 to get the percentage
contraction.



Quite often it is desired to discover the elastic limit of the
steel, in fact this is of more use to the designer than the ultimate
strength. The elastic limit is usually very close to the load where
the metal takes on a permanent set. That is to say, if a delicate
caliper (extensometer, so called) be fixed to the side of the
test specimen, it would show the piece to be somewhat longer under
load than when free. Furthermore, if the load had not yet reached the
yield point, and were released at any time, the piece would return
to its original length. However, if the load had been excessive, and
then relieved, the extensometer would no longer read exactly 2.0
in., but something more.

Soft steels give very quickly at the yield point. In fact, if
the testing machine is running slowly, it takes some time for the
lower head to catch up with the stretching steel. Consequently at
the yield point, the top head is suddenly but only temporarily
relieved of load, and the scale beam drops. In commercial practice,
the yield point is therefore determined by the drop of the beam.
For more precise work the calipers are read at intervals of 500 or
1,000 lb. load, and a curve plotted from these results, a curve
which runs straight up to the elastic limit, but there bends off.

A tensile test therefore gives four properties of great usefulness:
The yield point, the ultimate strength, the elongation and the
contraction. Compression tests are seldom made, since the action
of metal in compression and in tension is closely allied, and the
designer is usually satisfied with the latter.





Next: Impact Tests

Previous: Properties Of Steel



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