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J

anuary

2012

117

A

rticle

For the structures with abnormally coarse grains circled with

sufficiently homogeneous fine grains, there is a special standard,

ASTM Е 930 Methods for Assessment of the Largest Observed

Grains (ALA), which has a number of drawbacks and practically is

not used in industrial practice.

In the present-day practice of making products from high-alloy

steels and alloys, one of the main requirements determining quality

of the finished products is the grain size determined by the methods

established in the existing standards.

The following standards were most commonly used at the end of

the last century:

ASTM E l12-95: Standard Test Methods for Determining Average

Grain Size

DIN 50601: Determining Ferrite and Austenite Grain Size in Iron

Base Steels and Materials

ISO 643: Steel. Micrographic Determination of the Apparent

Grain Size

GОSТ 5639: Steels and Alloys. Methods for Determining Grain

Size

It should be noted that all ASTM standards set narrow scopes of

their competence. It ensures determining grain size in corresponding

(though rather conventional) units with a rather high reliability.

As regards standard GOST 5639, its authors’ attempt to establish

a universal normative document has resulted in a number of

uncertainties and, in some cases, in impossibility of a reliable grain

size determination in steels prone to anisotropy, namely the steels

for which anisotropy is the main quality index. This is why there were

cases of rejection of this standard application in industry.

The most serious drawbacks of GOST 5639 include the following:

setting limits of grain quantity in 1mm

2

for each grain number

introduction of a method for assessment of anisomerous structures

its obligatory use raised to the rank of a law

All three standards contain different quantities of whole numbers

conventionally defining grain sizes. For all that, ASTM Е112 permits

assessment in fractional numbers (eg G8.5). It should be pointed

out that average grain sizes with the same numbers are identical in

the three standards.

Standards DIN 50601 and GOST 5639 use a metric system in which

number of grains in 1mm

2

is determined and the average diameters

approximately correspond to numbers G0 tо G14 in ASTM E112 in

which another size scale in inches is additionally given.

Use of the metric system in European standards has brought

about a shift of the standard sequence into the field of negative

numbers having no physical sense. Common disadvantages of

all three standards include conventionality of units (ie numbers)

which complicates their conversion into the commonly used units

(millimetres) in design calculations.

For such method standard as GOST 5639, its obligatory use

is incorrect because it includes provisions allowing double

interpretation of the same quantity.

GOST 5639 contains a number of intolerable errors which were

discussed in detail in

[4-6]

.

Determination of average grain diameter by the method of grain

boundary intersection (it is unclear why it was called “conditional”)

is analogous to that of E112 but numerical value

d

L

(GOST 5639)

and

l

- (ASTM Е112) somewhat differ due to the difference between

British and metric systems of units.

Major doubts are raised by the method of counting the number

of grains in 1mm

3

in GOST 5639, ie counting an average number

of grains in the specimen volume not specified in any one of the

standards under consideration. The American standard specifies

determination of an average number of nonequiaxed grains in 1mm

2

and GOST 5639 in 1mm

3

which is totally baseless and can only be

done with the use of stereological reconstruction.

It would be quite another matter if it were a question of area. Then,

according to

[5]

, an equigranular in volume structure (ie a structure

consisting of grains of a same size) for which

D

max

= D

av

= D

min

gives distribution containing up to 28% of grains sizing from

D

min

0 to

D

max

in a random secant plane.

For comparison, Tables 1 and 2 list grain structure parameters and

methods for their determination in accordance with the three most

widespread standards to demonstrate basic differences between

them.

The final objective of development of the technology for manufacture

of products of special steels and alloys is formation of a specified

uniform grain size which in its turn ensures required design material

strength.

As such structures are mostly assessed in practice by the method of

visual comparison with photographic references from the functional

standards and in conventional units (numbers), such assessment

is subjective, open to serious measurement errors and methods

of assessment of grain size unhomogeneity are unavailable at all.

As the analysis of the existing standards shows, except the chord

method, they do not take into account real distribution of the grain

characteristics (chords, plain section diameters, diameters in a

volume). Therefore, it is inexpedient to use it for assessment of

high-duty products in which grain size is the main quality index,

and as SA Saltykov affirms in his book, “Standardised methods of

metallographic analysis… are mostly semiquantitative methods of

number-based assessment. Its main disadvantage is its subjectivity

and the resulted low accuracy and reliability”.

An objective assessment of grain structures in metals and alloys

can be done with the help of the function of distribution of three-

dimensional objects and its quantitative characteristics which

can be realised through a stereological reconstruction of the

actual structure images visible in microsections and by the use of

computerised methods of primary data processing

[5]

.

The known quantitative methods in the standards of developed

countries (ASTM Е112, DIN 50601, etc) allow to measure grain size

with identical errors.