CHAPTER II

COMPOSITION AND PROPERTIES OF STEEL

It is a remarkable fact that one can look through a dozen text

books on metallurgy and not find a definition of the word "steel."

Some of them describe the properties of many other irons and then

allow you to guess that everything else is steel. If it was difficult

a hundred years ago to give a good definition of the term when the

metal was made by only one or two processes, it is doubly difficult

now, since the introduction of so many new operations and furnaces.

We are in better shape to know what steel is than our forefathers.

They went through certain operations and they got a soft malleable,

weldable metal which would not harden; this they called iron. Certain

other operations gave them something which looked very much like

iron, but which would harden after quenching from a red heat. This

was steel. Not knowing the essential difference between the two,

they must distinguish by the process of manufacture. To-day we

can make either variety by several methods, and can convert either

into the other at will, back and forth as often as we wish; so

we are able to distinguish between the two more logically.

We know that iron is a chemical element--the chemists write it

Fe for short, after the Latin word "ferrum," meaning iron--it is

one of those substances which cannot be separated into anything

else but itself. It can be made to join with other elements; for

instance, it joins with the oxygen in the air and forms scale or

rust, substances known to the chemist as iron oxide. But the same

metal iron can be recovered from that rust by abstracting the oxygen;

having recovered the iron nothing else can be extracted but iron;

_iron is elemental_.

We can get relatively pure iron from various minerals and artificial

substances, and when we get it we always have a magnetic metal,

almost infusible, ductile, fairly strong, tough, something which

can be hardened slightly by hammering but which cannot be hardened

by quenching. It has certain chemical properties, which need not be

described, which allow a skilled chemist to distinguish it without

difficulty and unerringly from the other known elements--nearly

100 of them.

Carbon is another chemical element, written C for short, which is

widely distributed through nature. Carbon also readily combines

with oxygen and other chemical elements, so that it is rarely found

pure; its most familiar form is soot, although the rarer graphite and

most rare diamond are also forms of quite pure carbon. It can also

be readily separated from its multitude of compounds (vegetation,

coal, limestone, petroleum) by the chemist.

With the rise of knowledge of scientific chemistry, it was quickly

found that the essential difference between iron and steel was that

the latter was _iron plus carbon_. Consequently it is an alloy,

and the definition which modern metallurgists accept is this:

"Steel is an iron-carbon alloy containing less than about 2 per

cent carbon."

Of course there are other elements contained in commercial steel,

and these elements are especially important in modern "alloy steels,"

but carbon is the element which changes a soft metal into one which

may be hardened, and strengthened by quenching. In fact, carbon,

of itself, without heat treatment, strengthens iron at the expense

of ductility (as noted by the percentage elongation an 8-in. bar

will stretch before breaking). This is shown by the following table:

--------------------------------------------------------------------------

| | |Elastic |Ultimate|Percentage.

Class by use. | Class by | Per cent | limit |strength|elongation

| hardness. | carbon. |lb. per |lb. per |in 8 inches.

| | |sq. in. |sq. in. |

------------------|-----------|------------|--------|--------|------------

Boiler rivet steel|Dead soft |0.08 to 0.15| 25,000 | 50,000 | 30

Struc. rivet steel|Soft |0.15 to 0.22| 30,000 | 55,000 | 30

Boiler plate steel|Soft |0.08 to 0.10| 30,000 | 60,000 | 25

Structural steel |Medium |0.18 to 0.30| 35,000 | 65,000 | 25

Machinery steel |Hard |0.35 to 0.60| 40,000 | 75,000 | 20

Rail steel |Hard |0.35 to 0.55| 40,000 | 75,000 | 15

Spring steel |High carbon|1.00 to 1.50| 60,000 |125,000 | 10

Tool steel |High carbon|0.90 to 1.50| 80,000 |150,000 | 5

--------------------------------------------------------------------------

Just why a soft material like carbon (graphite), when added to

another soft material like iron, should make the iron harder, has

been quite a mystery, and one which has caused a tremendous amount

of study. The mutual interactions of these two elements in various

proportions and at various temperatures will be discussed at greater

length later, especially in Chap. VIII, p. 105. But we may anticipate

by saying that some of the iron unites with all the carbon to form a

new substance, very hard, a carbide which has been called "cementite."

The compound always contains iron and carbon in the proportions

of three atoms of iron to one atom of carbon; chemists note this

fact in shorthand by the symbol Fe3C (a definite chemical compound

of three atoms of iron to one of carbon). Many of the properties

of steel, as they vary with carbon content, can be linked up with

the increasing amount of this hard carbide cementite, distributed

in very fine particles through the softer iron.

SULPHUR is another element (symbol S) which is always found in

steel in small quantities. Some sulphur is contained in the ore

from which the iron is smelted; more sulphur is introduced by the

coke and fuel used. Sulphur is very difficult to get rid of in

steel making; in fact the resulting metal usually contains a little

more than the raw materials used. Only the electric furnace is

able to produce the necessary heat and slags required to eliminate

sulphur, and as a matter of fact the sulphur does not go until

several other impurities have been eliminated. Consequently, an

electric steel with extremely low sulphur (0.02 per cent) is by

that same token a well-made metal.

Sulphur is of most trouble to rolling and forging operations when

conducted at a red heat. It makes steel tender and brittle at that

temperature--a condition known to the workmen as "red-short." It

seems to have little or no effect upon the physical properties

of cold steel--at least as revealed by the ordinary testing

machines--consequently many specifications do not set any limit

on sulphur, resting on the idea that if sulphur is low enough not

to cause trouble to the manufacturer during rolling, it will not

cause the user any trouble.

Tool steel and other fine steels should be very low in sulphur,

preferably not higher than 0.03 per cent. Higher sulphur steels

(0.06 per cent, and even up to 0.10 per cent) have given very good

service for machine parts, but in general a high sulphur steel

is a suspicious steel. Screw stock is purposely made with up to

0.12 per cent sulphur and a like amount of phosphorus so it will

cut freely.

Manganese counteracts the detrimental effect of sulphur when present

in the steel to an amount at least five times the sulphur content.

PHOSPHORUS is an element (symbol P) which enters the metal from

the ore. It remains in the steel when made by the so-called acid

process, but it can be easily eliminated down to 0.06 per cent

in the basic process. In fact the discovery of the basic process

was necessary before the huge iron deposits of Belgium and the

Franco-German border could be used. These ores contain several

per cent phosphorus, and made a very brittle steel ("cold short")

until basic furnaces were used. Basic furnaces allow the formation

of a slag high in lime, which takes practically all the phosphorus

out of the metal. Not only is the resulting metal usable, but the

slag makes a very excellent fertilizer, and is in good demand.

SILICON is a very widespread element (symbol Si), being an essential

constituent of nearly all the rocks of the earth. It is similar to

carbon in many of its chemical properties; for instance it burns

very readily in oxygen, and consequently native silicon is unknown--it

is always found in combination with one or more other elements.

When it bums, each atom of silicon unites with two atoms of oxygen

to form a compound known to chemists as silica (SiO2), and to the

small boy as "sand" and "agate."

Iron ore (an oxide of iron) contains more or less sand and dirt

mixed in it when it is mined, and not only the iron oxide but also

some of the silicon oxide is robbed of its oxygen by the smelting

process. Pig iron--the product of the blast furnace--therefore

contains from 1 to 3 per cent of silicon, and some silicon remains

in the metal after it has been purified and converted into steel.

However, silicon, as noted above, burns very readily in oxygen,

and this property is of good use in steel making. At the end of

the steel-making process the metal contains more or less oxygen,

which must be removed. This is sometimes done (especially in the

so-called acid process) by adding a small amount of silicon to

the hot metal just before it leaves the furnace, and stirring it

in. It thereupon abstracts oxygen from the metal wherever it finds

it, changing to silica (SiO2) which rises and floats on the surface

of the cleaned metal. Most of the silicon remaining in the metal

is an excess over that which is required to remove the dangerous

oxygen, and the final analysis of many steels show enough silicon

(from 0.20 to 0.40) to make sure that this step in the manufacture

has been properly done.

MANGANESE is a metal much like iron. Its chemical symbol is Mn. It

is somewhat more active than iron in many chemical changes--notably

it has what is apparently a stronger attraction for oxygen and

sulphur than has iron. Therefore the metal is used (especially in

the so-called basic process) to free the molten steel of oxygen,

acting in a manner similar to silicon, as explained above. The

compound of manganese and oxygen is readily eliminated from the

metal. Sufficient excess of elemental manganese should remain so

that the purchaser may be sure that the iron has been properly

"deoxidized," and to render harmless the traces of sulphur present.

No damage is done by the presence of a little manganese in steel,

quite the reverse. Consequently it is common to find steels containing

from 0.3 to 1.5 per cent.

ALLOYING ELEMENTS.--Commercial steels of even the simplest types

are therefore primarily alloys of iron and carbon. Impurities and

their "remedies" are always present: sulphur, phosphorus, silicon

and manganese--to say nothing of oxygen, nitrogen and carbon oxide

gases, about which we know very little. It has been found that other

metals, if added to well-made steel, produce definite improvements

in certain directions, and these "alloy steels" have found much

use in the last ten years. Alloy steels, in addition to the

above-mentioned elements, may commonly contain one or more of the

following, in varying amounts: Nickel (Ni), Chromium (Cr), Vanadium

(Va), Tungsten (W), Molybdenum (Mo). These steels will be discussed

at more length in Chapters III and IV.

PROPERTIES OF STEEL

Steels are known by certain tests. Early tests were more or less

crude, and depended upon the ability of the workman to judge the

"grain" exhibited by a freshly broken piece of steel. The cold-bend

test was also very useful--a small bar was bent flat upon itself,

and the stretched fibers examined for any sign of break. Harder

stiff steels were supported at the ends and the amount of central

load they would support before fracture, or the amount of permanent

set they would acquire at a given load noted. Files were also used

to test the hardness of very hard steel.

These tests are still used to a considerable extent, especially in

works where the progress of an operation can be kept under close

watch in this way, the product being periodically examined by more

precise methods. The chief furnace-man, or "melter," in a steel

plant, judges the course of the refining process by casting small

test ingots from time to time, breaking them and examining the

fracture. Cutlery manufacturers use the bend test to judge the

temper of blades. File testing of case-hardened parts is very common.

However there is need of standardized methods which depend less

upon the individual skill of the operator, and which will yield

results comparable to others made by different men at different

places and on different steels. Hence has grown up the art of testing

materials.

TENSILE PROPERTIES

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.

[Illustration: FIG. 9.--Olsen testing machine.]

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.

IMPACT TESTS

Impact tests are of considerable importance as an indication of

how a metal will perform under shock. Some engineers think that

the tensile test, which is one made under slow loading, should

therefore be supplemented by another showing what will happen if

the load is applied almost instantaneously. This test, however, has

not been standardized, and depends to a considerable extent upon

the type of machine, but more especially the size of the specimen

and the way it is "nicked." The machine is generally a swinging

heavy pendulum. It falls a certain height, strikes the sample at

the lowest point, and swings on past. The difference between the

downward and upward swing is a measure of the energy it took to

break the test piece.

FATIGUE TESTS

It has been known for fifty years that a beam or rod would fail

at a relatively low stress if only repeated often enough. It has

been found, however, that each material possesses a limiting stress,

or endurance limit, within which it is safe, no matter how often

the loading occurs. That limiting stress for all steels so far

investigated causes fracture below 10 million reversals. In other

words, a steel which will not break before 10,000,000 reversals

can confidently be expected to endure 100,000,000, and doubtless

into the billions.

About the only way to test one piece such a large number of times

is to fashion it into a beam, load it, and then turn the beam in

its supports. Thus the stress in the outer fibers of the bar varies

from a maximum stretch through zero to a maximum compression, and

back again. A simple machine of this sort is shown in Fig. 10,

where _B_ and _E_ are bearings, _A_ the test piece, turned slightly

down in the center, _C_ and _D_ ball bearings supporting a load

_W_. _K_ is a pulley for driving the machine and _N_ is a counter.

[Illustration: FIG. 10.--Sketch of rotating beam machine for measuring

endurance of metal.]

HARDNESS TESTING

The word "hardness" is used to express various properties of metals,

and is measured in as many different ways.

"Scratch hardness" is used by the geologist, who has constructed

"Moh's scale" as follows:

Talc has a hardness of 1

Rock Salt has a hardness of 2

Calcite has a hardness of 3

Fluorite has a hardness of 4

Apatite has a hardness of 5

Feldspar has a hardness of 6

Quartz has a hardness of 7

Topaz has a hardness of 8

Corundum has a hardness of 9

Diamond has a hardness of 10

A mineral will scratch all those above it in the series, and will

be scratched by those below. A weighted diamond cone drawn slowly

over a surface will leave a path the width of which (measured by

a microscope) varies inversely as the scratch hardness.

"Cutting hardness" is measured by a standardized drilling machine,

and has a limited application in machine-shop practice.

"Rebounding hardness" is commonly measured by the Shore scleroscope,

illustrated in Fig. 11. A small steel hammer, 1/4 in. in diameter,

3/4 in. in length, and weighing about 1/12 oz. is dropped a distance

of 10 in. upon the test piece. The height of rebound in arbitrary

units represents the hardness numeral.

[Illustration: FIG. 11.--Shore scleroscope.]

Should the hammer have a hard flat surface and drop on steel so hard

that no impression were made, it would rebound about 90 per cent

of the fall. The point, however, consists of a slightly spherical,

blunt diamond nose 0.02 in. in diameter, which will indent the steel

to a certain extent. The work required to make the indentation

is taken from the energy of the falling body; the rebound will

absorb the balance, and the hammer will now rise from the same

steel a distance equal to about 75 per cent of the fall. A permanent

impression is left upon the test piece because the impact will

develop a force of several hundred thousand pounds per square inch

under the tiny diamond-pointed hammer head, stressing the test

piece at this point of contact much beyond its ultimate strength.

The rebound is thus dependent upon the indentation hardness, for

the reason that the less the indentation, the more energy will

reappear in the rebound; also, the less the indentation, the harder

the material. Consequently, the harder the material, the more the

rebound.

"Indentation hardness" is a measure of a material's resistance

to penetration and deformation. The standard testing machine is

the Brinell, Fig. 12. A hardened steel ball, 10 mm. in diameter,

is forced into the test piece with a pressure of 3,000 kg. (3-1/3

tons). The resulting indentation is then measured.

[Illustration: FIG. 12.--Hydraulic testing machine. (Brinell

principle.)]

While under load, the steel ball in a Brinell machine naturally

flattens somewhat. The indentation left behind in the test piece is

a duplicate of the surface which made it, and is usually regarded

as being the segment of a sphere of somewhat larger radius than

the ball. The radius of curvature of this spherical indentation

will vary slightly with the load and the depth of indentation.

The Brinell hardness numeral is the quotient found by dividing the

test pressure in kilograms by the spherical area of the indentation.

The denominator, as before, will vary according to the size of the

sphere, the hardness of the sphere and the load. These items have

been standardized, and the following table has been constructed

so that if the diameter of the identation produced by a load of

3,000 kg. be measured the hardness numeral is found directly.

TABLE FOR BRINELL BALL TEST

------------------------------------------------------------------------

Diameter of Ball | Hardness Number | Diameter of Ball | Hardness Number

Impression, mm. | for a Load of | Impression, mm. | for a Load of

| 3,000 kg. | | 3,000 kg.

-----------------|-----------------|------------------|-----------------

2.0 | 946 | 4.5 | 179

2.1 | 857 | 4.6 | 170

2.2 | 782 | 4 7 | 163

2.3 | 713 | 4.8 | 156

2.4 | 652 | 4.9 | 149

2.5 | 600 | 5.0 | 143

| | |

2.6 | 555 | 5.1 | 137

2.7 | 512 | 5.2 | 131

2.8 | 477 | 5.3 | 126

2.9 | 444 | 5.4 | 121

3.0 | 418 | 5.5 | 116

| | |

3.1 | 387 | 5.6 | 112

3.2 | 364 | 5.7 | 107

3.3 | 340 | 5.8 | 103

3.4 | 321 | 5.9 | 99

3.5 | 302 | 6.0 | 95

| | |

3.6 | 286 | 6.1 | 92

3.7 | 269 | 6.2 | 89

3.8 | 255 | 6.3 | 86

3.9 | 241 | 6.4 | 83

4.0 | 228 | 6.5 | 80

| | |

4.1 | 217 | 6.6 | 77

4.2 | 207 | 6.7 | 74

4.3 | 196 | 6.8 | 71.5

4.4 | 187 | 6.9 | 69

------------------------------------------------------------------------

The Working of Steel Annealing, Heat Treating and Hardening of Carbon and Alloy Steel · 第 2 / 9 章