SIST EN ISO 2566-1:2000
(Main)Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-1:1984)
Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-1:1984)
Method of converting room temperature percentage elongations after fracture obtained on various proportional and non-proportional gauge lengths to other gauge lengths in carbon and low alloy steels.
Stahl - Umrechnung von Bruchdehnungswerten - Teil 1: Unlegierte und niedrig legierte Stähle (ISO 2566-1:1984)
Dieser Teil von ISO 2566 legt ein Verfahren für die Umrechnung von prozentualen Dehnungswerten nach erfolgtem Bruch bei Raumtemperatur fest, bei dem Bruchdehnungswerte, die bei verschiedenen proportionalen und nicht-proportionalen Meßlängen ermittelt wurden, auf andere Meßlängen umgerechnet werden. Die Gleichung, die den Umrechnungen zugrunde liegt, gilt als zuverlässig, wenn sie auf unlegierte Stähle, Kohlenstoff-Mangan-, Molybdän- und Chrom-Molybdän-Stahl im Zugfestigkeitsbereich von 300 bis 700 N/mm2 und im warmgewalzten, warmgewalzten und normalgeglühten oder geglühten Zustand angewendet wird.
Acier - Conversion des valeurs d'allongement - Partie 1: Aciers au carbone et aciers faiblement alliés (ISO 2566-1:1984)
Spécifie les dimensions qui sont importantes pour l'interchangeabilité mécanique d'une gamme préférentielle de noyaux PM en oxydes magnétiques et les principales dimensions des carcasses associées.
Jekla - Pretvarjanje vrednosti raztezkov - 1. del: Ogljikova in malolegirana jekla (ISO 2566-1:1984)
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN ISO 2566-1:2000
01-februar-2000
Jekla - Pretvarjanje vrednosti raztezkov - 1. del: Ogljikova in malolegirana jekla
(ISO 2566-1:1984)
Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-
1:1984)
Stahl - Umrechnung von Bruchdehnungswerten - Teil 1: Unlegierte und niedrig legierte
Stähle (ISO 2566-1:1984)
Acier - Conversion des valeurs d'allongement - Partie 1: Aciers au carbone et aciers
faiblement alliés (ISO 2566-1:1984)
Ta slovenski standard je istoveten z: EN ISO 2566-1:1999
ICS:
77.040.10 Mehansko preskušanje kovin Mechanical testing of metals
SIST EN ISO 2566-1:2000 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN ISO 2566-1:2000
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SIST EN ISO 2566-1:2000
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SIST EN ISO 2566-1:2000
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SIST EN ISO 2566-1:2000
International Standard
256611
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION.MEMI(nYHAPO~HAR OPTAHH3Al&lR I-IO CTAH~APTM3AWlH~RGANlSATlON INTERNATIONALE DE NORMALISATION
Steel - Conversion of elongation values -
Part 1 I Carbon and low alloy steels
Acier - Conversion des valeurs d’allongement - Partie 7 : Aciers au carbone et aciers faiblemen t a/Ii&s
Second edition - 1984-08-01
ti
-
UDC 669.14 : 620.172
Ref. No. IS0 2566/1-1984(E)
p
Descriptors : metals, steels, unalloyed steels, low alloy steels, tests, tension tests, test specimens, elongation.
Price based on 28 pages
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SIST EN ISO 2566-1:2000
Foreword
IS0 (the International Organization for Standardization) is a worldwide federation of
national standards bodies (IS0 member bodies). The work of developing International
Standards is carried out through IS0 technical committees. Every member body
interested in a subject for which a technical committee has been authorized has the
right to be represented on that committee. International organizations, governmental
and non-governmental, in liaison with ISO, also take part in the work.
Draft International Standards adopted by the technical committees are circulated to
the member bodies for approval before their acceptance as International Standards by
the IS0 Council.
International Standard IS0 2!566/ 1 was developed by Technical Committee ISO/TC 17,
Steel, and was circulated to the member bodies in April 1983.
It has been approved by the member bodies of the following countries:
Australia
Hungary Poland
Austria
India Romania
Belgium
Iran South Africa, Rep. of
Bulgaria
Italy Spain
Canada
Japan Tanzania
China
Kenya Thailand
Czechoslovakia Korea, Dem. P. Rep. of Turkey
Egypt, Arab Rep. of
Korea, Rep. of United Kingdom
Finland
Mexico USSR
France
Netherlands
Germany, F. R.
Norway
The member body of the following country expressed disapproval of the document on
tech nical grounds :
Sweden
This second edition cancels and replaces the first edition (i.e. IS0 2566/l-1973).
@ International Organization for Standardization, 1984 0
Printed in Switzerland
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
INTERNATIONAL STANDARD
Steel - Conversion of elongation values -
steels
Part 1: Carbon and low alloy
0 Introduction These conversions are not applicable to
Several different gauge lengths are commonly in use for the
a) cold reduced steels;
determination of percentage elongation of steels in tensile
testing. Fixed gauge lengths of 50, 80, 100 and 200 mm are
b) quenched and tempered steels;
used; proportional gauge lengths of k G are also used for flat
and round test pieces, where k may be one of a number of
c) austenitic steels.
values, i.e. 4; 5,65; 8,16; and 11,3.
Neither should they be used where the gauge length exceeds
The value 5,656 is adopted as the internationally preferred
256 or where the width to thickness ratio of the test piece
proportional gauge length.
exceeds 20.
Arising from this choice and the existence of specifications
Care should be exercised in the case of strip under 4 mm
stipulating minimum percentage elongations on different gauge
thickness, as the index in the formula given in clause 4 in-
lengths, a growing need has been evident for an International
creases with decreasing thickness; the value to be used shall
Standard which could be used to convert test results into
be the subject of agreement between the customer and the
values based on the different gauge lengths. This part of
supplier.
IS0 2566 accordingly includes tables of conversion factors,
tables of actual conversions for some of the most commonly
used gauge lengths and elongation values, and figures which
may also be used for such conversions. When using these con- 2 Symbols
versions, however, note should be taken of the limitations on
their applicability as stated in clause 1.
In this part of IS0 2566, the symbols shown in table 1 are used.
While, as indicated, the conversions are considered to be
Table 1 - List of symbols
reliable within the stated limitations, because of the various fac-
tors influencing the determination of percentage elongations,
Symbol Description
they shall be used for acceptance purposes only by agreement
A Percentage elongation on gauge length, L,,
between the customer and supplier.
after fracture, obtained on test
Percentage elongation on a different gauge length,
A,
In cases of dispute, the elongation shall be determined on the
required by conversion
gauge length stated in the relevant specification.
d Diameter of test piece
Original gauge length
LO
Original cross-sectional area of test piece
SO
1 Scope and field of application
3 Definitions
This part of IS0 2566 specifies a method of converting room
temperature percentage elongations after fracture obtained on
For the purpose of this part of IS0 2566, the following defini-
various proportional and non-proportional gauge lengths to
tions apply :
other gauge lengths.
3.1 gauge length: Any length of the parallel portion of the
The formula (see clause 4) on which conversions are based is
considered to be reliable when applied to carbon, carbon test piece used for measurement of strain.
manganese, molybdenum and chromium molybdenum steels
within the tensile strength range 300 to 700 N/mm2 and in the
The term is hereafter used in this part of IS0 2566 to denote the
hot-rolled, hot-rolled and normalized or annealed conditions,
original gauge length, L,, marked on the test piece for the
with or without tempering.
determination of percentage elongation after fracture, A.
1
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
proportional gauge length: A gauge length having a 6 Conversion from one non-proportional
3.2
specified relation to the square root of the cross-sectional area,
gauge length to another non-proportional
for example 5,656
gauge length for test pieces of equal cross-
sectional area
3.3 non-proportional gauge length: A gauge length not
The conversion of elongation values of different fixed gauge
specifically related to the cross-sectional area of the test piece,
usually expressed in a given dimension, for example 50 mm. lengths on test pieces of equal cross-sectional area are also
made by simple factors. Conversion factors for gauge lengths
of 50, 80, 100 and 200 mm are given in table 3.
4 Basic formula
7 Conversion from a proportional gauge
The data contained in this part of IS0 2566 are based on the
length to a non-proportional gauge length
Oliver formula, I) which is now widely used for such elongation
conversions.
The conversion factors are variable according to the cross-
sectional area of the non-proportional test piece. Table 4 gives
The Oliver formula can, in a simplified form, be expressed as
the multiplying factors for conversion from elongation on
5,65&to the equivalent on fixed gauge lengths of 50,80, 100
and 200 mm for a range of cross-sectional areas. For conver-
A, =
sions in the reverse direction, i.e. elongation on a fixed gauge
length to the equivalent of 5,656, the reciprocal of the fac-
tors is used.
is the required elongation on gauge length Lo;
Examples:
A is the elongation on a gauge length of 46; a) Elongation of 20 % on 5,65fio is equivalent to
20 x 1,139 = 22,78 % on a 25 mm wide test piece of
6 mm thickness with a 50 mm gauge length (see table 4);
So and Lo are defined in table 1.
b) Elongation of 25 % on a 40 mm x 10 mm test
This formula gives a direct conversion of elongation on 4G
piece of 200 mm gauge length is equivalent to
to the equivalent for a test piece of cross-sectional area So, and
25 x 110,796 = 31,4 % on 5,65fi (see table 4).
a gauge length Lo. Expressed in terms of 5,656, which is
now regarded as the internationally accepted standard gauge
From the examples shown it will be seen that conversions in-
length, it becomes
volving other proportional gauge lengths can be obtained by
prior or subsequent use of the factors shown in table 2.
a4
Tables 7 to 10 can be used to obtain some of these conver-
sions, whilst tables 15 to 18 can be used to obtain elongations
on fixed gauge lengths corresponding to 5,656.
A is the elongation
where on a gauge length of 5,656.
Similarly, tables 11 to 14 can be used for conversion to 46
Tables 2 to 22 and figures 1 to 5 have been prepared on the
and tables 19 to 22 for elongations on fixed gauge lengths cor-
basis of the above formulae.
responding to 4&.
5 Conversion from one proportional gauge
8 Conversion from a non-proportional gauge
length to another proportional gauge length
length to another non-proportional gauge
length for test pieces of different cross-
Simple multiplying factors based on the formula are used for
sectional areas
such conversions, and the relationships between a number of
the more widely used proportional gauge lengths are given in
It is preferable for this calculation to be made in two stages with
table 2. Detailed conversions of elongations obtained on 4&
an initial conversion to 5,65&.
to 5,65&are given in table 6.
1) OLIVER, D.A. Proc. Inst. Mech. Eng., 11 1928 : 827.
2
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (El
The intersection of this ordinate with the abscissa representing
Example:
an elongation of 21 % on a 200 mm gauge length lies on the
sloping line representing an elongation of 28 % on 5,65&on
Elongation of 24 % on 200 mm for a 40 mm x 15 mm test
figure 2 and at a position relative to the sloping lines on figure 4
piece in terms of equivalent on a 30 mm x 10 mm test piece
approximating to an elongation of 32,2 on 4&
with gauge lengths equal to 200, 100 and 50 mm.
24 x 110,863 = 27,8 % on 5,65& (see table 4).
9.3 Figure 5 may be used for the calculation of all elongation
conversions.
27,8 x 0,752 = 20,9 % on 30 mm x 10 mm with 200 mm
gauge length
The Oliver formula may be rewritten as
27,8 x 0,992 = 27,6 % on 30 mm x 10 mm with 100 mm
gauge length
36,4 % on 30 mm x 10 mm with 50 mm
27,8 x 1,309 =
=
gauge length il,*2 I x Al
where K, and K2 designate the proportionality ratios of any
Elongation on other proportional gauge lengths can be ob-
two test pieces.
tained by using the factors given in table 2.
Ll
K, =
9 Use of figures 1 to 5
6
1
9.1 Figures 1 to 5 may be used as an alternative quick method L2
K2 = -
to obtain elongation conversions.
Js
Figure 5 shows the values of AI.2 = MI&) *p4.
9.2 Figures 1 to 4 may be used for conversions between
I
5,65 fi and 50 mm, 5,65G and 200 mm, 4Gand 50 mm
To use figure 5 it is necessary to perform the following opera-
So and 200 mm gauge lengths, respectively.
and 4
P
tions :
Example:
a) calculate the values of proportionality K, = (L,/fi)
and K2 =
(L,IJs,) for two test pieces;
To find the equivalent elongation on 5,65 &and 4 G to an
elongation of 21 % on a 200 mm gauge length of a
b) read graphically the coefficient A1.2 = (K,lK2)*r4;
I
25 mm x 12,5 mm test piece of cross-sectional area
312,5 mm2. c) the elongation obtained is A2 = A,.2 x A,.
I
Table 2 - Conversion factors : Proportional gauge lengths
Factor for conversion to:
I
Conversion
from :
4d 5d 8d
565 fi 11#3Jq
0,661 0,953 0,870 0,721
Loo0 0,870 0,752
4ll$
565 6 0,828
0,863 0,759 1,093 Loo0
1,149 1,000
1,268
8,16l/& 1,330 1,158 1,000 0,879 1,158 0,960
1,000 1,443 1,317 1,091
11,3&j 1,514 1,317 1,137
4d 0,790 0,694 1,000 0,916 0,758
1,050 0,916
5d 0,828
1,093 l,ooo
1,149 1,000 0,863 0,759
8d 0,918 1,319 1,207 1,000
1,389 1,207 1,042
Table 3 - Conversion factors’) : Non-proportional gauge lengths
Factor for conversion to:
Conversion from:
50mm 80 mm 1OOmm 200mm
I
0,829 0,758 0,754
50mm 1,000
0,693
80 mm 1,207 1,000 0,915
1,093 1,000 0,758
1OOmm 1,320
1,000
-1
1,741 1,443 1,320
200mm
1) Provided cross-sectional areas are the same.
3
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
from 5,65& to non-proportional gauge lengths
Table 4- Conversion factors
Factors shown under “non-proportional gauge lengths” give the value of
a4
To convert from values on a gauge length of 5,656 to a non-proportional gauge length, multiply by the appropriate factor.
To convert from values on a non-proportional length to 5,65JsI;, divide by the appropriate factor.
See also figures 1 and 2.
Cross-sectional
Factor for non-proportional length of:
area of test piece
200 mm 100 mm 80 mm 50 mm
mm*
5 0,331 0,437 0,478 0,577
0,502 0,663
10 0,381 o,!=
0,413 0,545 0,596 0,719
15
0,577 0,761
20 0,437 0,631
25 0,457 0,603 0,660 0,796
30 0,474 0,626 0,826
0,684
35 0,489 0,645 0,706 0,852
40 0,502 0,663 0,725 0,875
45 0,514 0,679 0,742 0,896
0,525 0,693 0,758 0,915
50
55 0,535 0,706 0,772 0,932
0,719 0,949
60 0,545 0,786
70 0,562 0,741 0,811 0,978
80 0,577 0,761 0,833 1,005
90 0,591 0,780 0,852 1,029
100 0,603 0,796 0,871 1,051
110 0,615 0,812 0,887 1,071
120 0,626 0,826 0,903 1,090
130 0,636 0,839 0,917 1,107
140 0,645 0,852 0,931 1,124
150 0,654 0,863 0,944 1,139
160 0,663 0,875 0,956 1,154
170 0,671 0,885 0,968 1,168
180 0,679 0,896 0,979 1,182
190 0,686 0,905 0,990 1,195
200 0,693 0,915 1,000 1,207
210 0,700 0,924 1,010 1,219
0,932 1,019
220 0,706 1,230
230 0,713 0,941 1,028 1,241
1,037
240 0,719 0,949 1,252
250 0,725 0,956 1,046 1,262
260 0,730 0,964 1,054 1,272
0,971 1,062
270 0,736 1,281
280 0,741 0,978 1,070 1,291
1,077
290 0,747 0,985 1,300
300 0,752 0,992 1,084 1,309
310 0,757 0,998 1,092 1,317
320 0,761 1,005 1,099 1,326
330 0,766 1,011 1,105 1,334
340 0,771 1,017 1,112 1,342
350 0,775 1,023 1,118 1,350
360 0,780 1,029 1,125 1,357
370 0,784 1,034 1,131 1,365
1,372
380 0,788 1,040 1,137
390 0,792 1,045 1,143 1,379
4
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
Table 4 (concluded) - Conversion factors from to non-proportional gauge lengths
565 dSo
Cross-sectional
Factor for non-proportional gauge length of:
area of test piece
50mm
200 mm 100 mm 80 mm
mm*
1,149 1,386
0,796 1,051
400
1,154 1,393
0,800 1,056
410
1,061 1,160 1,400
420 0,804
1,066 1,165 1,406
430 0,808
1,071 1,171 1,413
440 0,812
1,076 1,176 1,419
450 0,815
1,080 '1,181 1,426
460 0,819
1,085 1,186 1,432
470 0,822
1,191 1,438
0,826 1,090
480
1,094 1,196
490 0,829 1,444
1,099 1,201 1,450
500 0,833
1,120 1,224 1,477
550 0,849
1,246
0,863 1,139 1,503
600
1,266 1,528
0,877 1,158
650
1,175 1,285 1,550
700 0,891
1,303 1,572
0,903 1,191
750
1,207 1,320 1,592
800 0,915
1,336 1,612
0,926 1,222
850
1,236 1,351 1,630
900 0,936
1,366
0,947 1,249
950 lk=
1,262 1,665
1000 0,956 1,380
1,274 1,393 1,681
1050 0,966
1,406 1,697
0,975 1,286
1100
0,983 1,298 1,419 1,712
1150
1,309 1,727
1200 0,992 1,431
Loo0 1,320 1,443 1,741
1250
1,330
1300 Lo@ 1,454 1,755
1,340 1,768
1350 1,016 1,465
1,350
1400 1,023 1,476 1,781
1,030 1,359 1,486 1,794
1450
1500 1,037 1,369 1,496 1,806
1,378 1,818
1550 WJ l,!jofj
1,051 1,386 1,516 1,829
1600
1,395 1,841
1650 1,057 1,525
1,063 1,403 1,534 1,852
1700
1,411
1750 1,070 1,543 1,862
1,076 1,419 1,873
1800 1,552
1,427
1850 1,082 1,883
1,560
1,087 1,435 1,893
1900 1,569
1,442
1950 1,093 1,577 1,903
1,450 1,913
2000 1,099 1,585
1,457
2050 1,104 1,593 1,922
1,464 1,931
2100 ?,109 1,600
1,471
2150 1,115 1,608 1,941
1,477
2200 1,120 1,615 1,950
1,958
2250 1,125 lt4-84 1,623
1,491 1,967
2300 1,130 1,630
1,135 1,497 1,975
2350 1,637
1,503
2400 1,139 1,64J 1,984
1,144 1,510 1,651 1,992
2450
1,516
2500 1,149
1,657 zoo0
1,522
2550 1,153 2,008
1,664
1,528
2600 1,158 1,670 2,016
1,162 1,533 2,023
2650 1,677
1,167 1,539 1,683 2,031
2700
1,545 2,038
2750 1,171 1,689
1,175 1,550
2800 1,695 2,046
1,556
2850 1,179 1,701 2,053
1,183 1,561 2,060
2900 1,707
1,567
2950 1,187 1,713 2,067
1,191 1,572 2,074
3000 1,719
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
Table 5 - Conversion factors from 4Js7; to no n-proportio nal gauge len gths
Factors
under ” non-proportional gauge lengths” give the value of
To convert from values on a gauge length of 4& to a non-proportional gauge length, multiply by the appropriate factor.
To convert from values on a non-proportional length to 4 divide by the appropriate factor.
svwe
See also figures 3 and 4.
Cross-sectional
for non-proportional length of:
area of test piece
mm* 200 mm 100 mm 80 mm !5Omm
5 0,288 0,380 0,416 0,502
0,437 0,478
i0 0,331 0,577
15 0,359 0,474 0,518 0,625
20 0,380 0,502 0,662
0,5@
0,398 0,525 0,574 0,693
. 25
30 0,413 0,595 0,718
o,QJJ
35 0,562
0,426 0,614 0,741
40 0,437 0,577 0,631 0,761
45 0,447 0,590 0,646 0,779
50 0,457 0,603 0,659 0,796
55 0,466 0,615 0,672 0,811
60 0,474 0;625 0,825
o,f=
70 0,489 0,645 0,705 0,851
80 0,502 0,662
0,724 0,874
90 0,514 0,678 0,742 0,895
100
0,525 0,693 0,757 0,914
110 0,535 0,706 0,772 0,932
120 0,718 0,786 0,948
0,54-J
130 0,553 0,730 0,798
0,963
140 0,562 0,741 0,810 0,978
150 0,560 0,751
0,821 0,991
160 0,577 0,761 0,832
1,004
170 0,584
0,770 0,842 1,016
180 0,590 0,779 0,852 1,028
190
0,597 0,788 0,861 1,039
200 0,603 0,796
0,870 1,050
210 0,609 0,804 0,879 1,060
220 0,615 0,811
0,887 1,070
230 0,620 0,818 0,895 1,080
240 0,625 0,825 0,902 1,089
250 0,631 0,832 0,910 1,098
260
0,636 0,839 0,917 1,107
270 0,640 0,845 0,924 1,115
280 0,645 0,851
0,931 1,123
290 0,650 0,857 0,937 1,131
300 0,654 0,863 0,943 1,139
310 0,658 0,869 1,146
0,950
320
0,662 0,874 0,956 1,153
330 0,667 0,880 1,161
0,962
340 0,671 0,885 0,967 1,168
350
0,674 0,890 0,973 1,174
360 0,678 0,895 0,979 1,181
370
0,682 0,900 0,984 1,187
380 0,686 0,905 0,989 1,194
390
0,689 0,909 0,994 1,200
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SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
Conversion factors from 4 &to non-proportional gauge lengths
Table 5 (concluded) -
Cross-sectional
Factor for non-proportional gauge length of:
area of test piece
80 mm 50 mm
mm* 200 mm 100 mm
0,693 0,914 0,999 1,206
400
1,212
410 0,696 0,919 1,004
0,699 0,923 1,009 1,218
420
1,224
430 0,703 0,927 1,014
0,932 1,019 1,229
440 0,706
1,235
450 0,709 0,936 I,023
1,028 1,240
460 0,712 0,940
1,246
470 0,715 0,944 1,032
1,251
480 0,718 0,948 1,036
0,721 0,952 1,041 1,256
490
1,261
500 0,724 0,956 1,045
0,974 1,065 1,285
550 0,738
1,308
600 0,751 0,991 1,084
1,007 1,101 1,329
650 0,763
1,349
700 0,775 1,022 1,118
1,133 1,368
750 0,786 1,036
0,796 1,050 1,148 1,385
800
1,402
850 0,805 1,063 1,162
0,815 1,075 1,175 1,418
900
1,188 1,434
950 0,824 1,087
1,098 1,200 1,449
1000 0,832
0,8Jo 1,109 1,212 1,463
1050
1,119 1,223 1,477
1 100 w=
1150 0,856 1,129 1,234 1,490
1,245 1,502
1 200 0,863 1,139
0,870 1,148 1,255 1,515
1250
1,527
1300 0,877 1,157 1,265
1,166 1,275 1,538
1350 o,f=
1,284 v=
1400 0,890 1,174
1,293 1,560
1450 0,896 1,183
0,902 1,191 1,302 1,571
1500
1,198 1,310 1,581
1550 0,908
1600 0,914 1,206 1,319 1,591
1,327 1,601
1650 0,920 1,214
1700 0,925 1,221 1,335 1,611
1,620
1750 0,931 1,228 1,343
0,936 1,235 1,350 1,629
1800
1,358 1,638
1850 0,941 1,242
0,946 1,248 1,365 1,647
1900
1,656
1950 0,951 1,255 1,372
1,261 1,379 1,664
2000 0,956
1,672
2050 0,960 1,267 1,386
1,273 1,392 l,fj80
2100 0,965
1,399
2150 0,970 1,279 1,6=
0,974 1,285 1,405 1,696
2200
1,412
2250 0,979 1,291 1,704
2 300 0,983 1,297 1,418 1,711
1,424
2350 0,987 1,302 1,719
0,991 1,308 1,430 1,726
2400
2450 0,995 1,313 1,436 1,733
1,319 1,442 1,740
2500 0,999
1,003 1,324 VJ-48 1,747
2550
2600 1,007 1,329 1,453 1,754
1,011 1,334 1,459 1,760
2650
1,767
2 700 1,015 1,339 ltJ6J
1,470 1,773
2750 1,019 1,344
2800 1,022 1,349 1,475 1,780
1,026 1,354 1,480 1,786
2850
2900 1,029 1,358 1,485 1,792
1,033 1,363 1,490 1,799
2950
3000 1,036 1,368 1,495 1,805
---------------------- Page: 13 ----------------------
SIST EN ISO 2566-1:2000
IS0 2566/l-1984 (E)
- Elongation values ‘) on 5,65& corresponding to those obtained on 4 & gauge length
Table 6
Actual
0 1 2 3 4
elongation (%I 5 6 7 8 9
measured
Corresponding elongation (%I on 5,65a
on46
9 10 11 16 17
10 10 12 13 14 15
20 17 18 19 20 21 22 23 23 24 25
30 26 27 29 34
28 30 30 31 32 33
40 35 36 37 37 38 39 40 41 42 43
50 43 44 45 46 47 48 50 50 51
49
I) Factor 0,87. Values rounded to nearest whole number.
Table 7 - Elongation values ‘) on 5,65 & corresponding to those obtained on 50 mm gauge length
Actual
Corresponding elongation (%I on 5,65- gauge length if cross-sectional area
elongation (%I
in square millimetres is:
on 50 mm
gauge length 5 IO 20 40 60 80 IOO 150 200 250 300 400 500 600 700 800 900 1000 1200150020002500
18 31 27 24 21 19 18 17 16 15 14 14 13 12 12 12 11 11 11 IO 10 9 9
19 33 29 25 22 20 19 18 17 16 15 15 14 13 13 12 12 12 11 11 11 10 10
20 35 30 26 23 21 20 19 18 17 16 15 14 14 13 13 13 12 12 12 11 10
10
21 36 32 28 24 22 21 20 18 17 17 16 15 14 14 14 13 13 13 12 12 11 11
22 38 33 29 25 23 22 21 19 18 17 17 16 15 15 14 14 13 13 13 12 12 11
23 40 35 30 26 24 23 22 20 19 18 18 17 16 15 15 14 14 14 13 13 12 12
24 42 36 32 27 25 24 23 21 20 19 18 17 17 16 15 15 15 14 14 13 13 12
25 43 38 33 29 26 25 24 22 21 20 19 18 17 17 16 16 15 15 14 14 13 13
26
45 39 34 30 27 26 25 23 22 21 20 19 18 17 17 16 16 16 15 14 14 13
27 47 41 35 31 28 27 26 24 22 21 21 19 19 18 17 17 17 16 16 15 14 14
28 49 42 37 32 30 28 27 25 23 22 21 20 19 19 18 18 17 17 16 16 15 14
29 50 44 38 29 28 25 24 23
33 31 22 21 20 19 19 18 18 17 17 16 15 15
30 52 45 39 34 32 30 29 26 25 24 23 22 21 20 19 19 18 18 17 17 16 15
31 54 47 41
35 33 31 30 27 26 25 24 22 21 21 20 19 19 19 18 17 16 16
32 55 48 42 37 34 32 30 28 27 25 24 23 22 21 21 20 20 19 19 18 17 16
33
57 50 43 38 35 33 31 29 27 26 25 24 23 22 21 21 20 20 19 18 17 17
34 59 51 45 39 36 34 32 30 28 27 26 25 23 23 22 21 21
20 20 19 18 17
35 61 53 46 40 37 35 33 31 29 28 27 25 24 23 23 22 21 21 20 19 18 18
36 62 54 47 41 38 36 34 32 30 29 28 26 25 24
23 23 22 22 21 20 19 18
37 64 56 49 42 39 37 35 32 31 29 28 27 26 25 24 23 23 22 21 20 19 19
38 66 57 50 43 40
38 36 33 31 30 29 27 26 25 25 24 23 23 22 21 20 19
39 68 59 51 45 41 39 37 34 32 31 30 28 27 26 25 24 24 23 23 22 20 20
40
69 60 53 46 42 40 38 35 33 32 31 29 28 27 26 25 25 24 23 22 21 20
41 71 62 54 47 43 41 39 36 34 32 31 30 28 27 26 26 25 25
24 23 21 21
42
73 63 55 48 44 42 40 37 35 33 32 30 29 28 27 26 26 25 24 23 22 21
43 75 65 56 49 45 43 41
38 36 34 33 31 30 29 28 27 26 26 25 24 22 22
44
76 66 58 50 46 44 42 39 36 35 34 32 30 29 28 28 27 26 25 24
23 22
45 78 68 59 51 47 45 43 39 37 36 34 32 31
30 29 28 28 27 26 25 24 23
46 80 69 60 53 48 46 44 40 38 36 35 33 32 31 30 29 28 28 27 25
24 23
47 81 71 62 54 50 47 45 41 39 37 36 34
32 31 30 30 29 28 27 26 25 24
I) Rounded to the nearest whole number.
---------------------- Page: 14 ----------------------
SIST EN ISO 2566-1:2000
ISO2566/1-1984(E)
on 5,65G corresponding to those obtained on 80 mm gauge length
Table 8 - Elongation values l)
Actual
Corresponding elongation (%) on 5,656 gauge length if cross-sectional area
elongation 1%)
in square millimetres is:
on 80 mm
loo 150 200 250 300 400 500 600 700 800 900 loo0 '200 '5002ooo2500
gauge length 5 10 20 40 60 80
10 21 18 16 14 13 12 11 11 10 10 9 9 8 8 8 8 7 7 7 7 6 6
23 20 17 15 14 13 13 12 11 11 10 10 9 9 9 8 8 8 8 7 7 7
11
12 25 22 19 17 15 14 14 13 12 11 11 10 10 10 9 9 9 9 8 8 8 7
27 24 21 18 17 16 15 14 13 12 12 11 11 10 10 10 10 9 9 9 8 8
13
14 29 25 22 19 18 17 16 15 14 13 13 12 12 11 11 11 10 10 10 9 9 8
27 24 21 19 18 17 16 15 14 14 13 12 : 12 12 11 11 11 10 10 9 9
15 31
33 29 25 22 20 19 18 17 16 15 15 14 13 13 12 12 12 12 11 11 10 10
16
27 23 22 20 20 18 17 16 16 15 14 14 13 13 13 12 12 11 11 10
17 36 31
38 33 29 25 23 22 21 19 18 17 17 16 15 14 14 14 13 13 13 12 11 11
18
19 40 35 30 26 24 23 22 20 19 18 18 17 16 15 15 14 14 14 13 13 12 11
28 25 24 23 21 20 19 18 17 17 16 16 15 15 14 14 13 13 12
20 42 36 32
21 29 27 25 24 22 21 20 19 18 17 17 16 16 16 15 15 14 13 13
44 38 33
46 40 35 30 28 26 25 23 22 21 20 19 18 18 17 17 16 16 15 15 14 13
22
23 4.8 42 36 32 29 28 26 24 23 22 21 20 19 18 18 17 17 17 16 15 15 14
24 50 44 38 33 31 29 28 25 24 23 22 21 20 19 19 18 18 17 17 16 15 14
52 46 40 34 32 30 29 26 25 24 23 22 21 20 19 19 19 18 17 17 16 15
25
26 54 47 41 36 33 31 30 28 26 25 24 23 22 21 20 20 19 19 18 17 16 16
27 56 49 43 37 34 32 31 29 27 26 25 24 22 22 21 20 20 20 19 18 17 16
44 39 36 34 32 30 28 27 26 24 23 22 22 21 21
28 59 51 20 20 19 18 17
29 61 53 46 40 37 35 33 31 29 28 27 25 24 23 23 22 21 21 20 19 18 17
38 36 34 32 30 29 28 26 25 24 23 23 22 22 21
30 63 55 48 41 20 19 18
31 65 56 49 43 39 37 36 33 31 30 29 27 26 25 24 23 23 22 22 21
20 19
32 67 58 51 44 41 38 37 34 32 31 30 28 27 26 25 24 24 23 22 21 20 19
69 60 52 46 42 40 38 35 33 32 30 29 27 26 26 25 24 24 23 22 21 20
33
34 71 62 54 47 43 41 39 36 34 33 31 30 28 27 26 26 25 25 24 23 21 21
35 73 64 55 48 45 42 40 37 35 33 32 30 29 28 27 27 26 25 24 23 22 21
38 36 34 33 31
36 75 66 57 50 46 43 41 30 29 28 27 27 26 25 24 23 22
37 77 67 59 51 47 44 43 39 37 35 34 32 31 30 29 28 27 27 26 25 23 22
38 79 69 60 52 48 46 44 40 38 36 35 33 32 31
30 29 28 28 27 25 24 23
39 82 71 62 54 50 47 45 41 39 37 36 34 32 31 30 30 29 28 27 26 25 24
40 84 73 63 55 51 48 46 42 40 38 37 35 33 32 31 30 30 29 28 27 25 24
41 86 75 65 57 52 49 47 43 41 39 38 36 34 33 32 31
30 30 29 27 26 25
42 88 76 67 58 53 50 48 44 42 40 39 37 35 34 33 32 31 30 29 28 27 25
43 90 78 68 59 55 52 49 46 43 41 40 37 36 35 33 33 32 31
30 29 27 26
44 92 80 70 61 56 53 51 47 44 42 41 38 37 35 34 33 33 32 31 29 28 27
45 94 82 71 62 57 54 52 48 45 43 41 39 37 36 35 34 33 33 31 30 28 27
46 96 84 73 63 59 55 53 49 46 44 42 40 38 37 36 35 34 33 32 31
29 28
47 98 86 74 65 60 56 54 50 47 45 43 41 39 38 37 36 35 34 33 31 30 28
1) Rounded to the nearest whole number.
9
---------------------- Page: 15 ----------------------
SIST EN ISO 2566-1:2000
ISO2566/1=1984(E)
Table 9 - Elongation values I) on 5,656 corresponding to those obtained on 100 mm gauge length
Actual
Corresponding elongation (%) on 5,65 fi gauge length if cross-sectional area
elongation (o/o)
in square millimetres is:
on 100 mm
gauge length 5 10 20 40 60 80 loo 150 200 250 300 400 500 600 700 800 900
1ooo120015002ooo2500
18 41 36 31 27 25 24 23 21 20 19 18 17
16 16 15 15 15 14 14 13 12 12
43 38
19 33 29 26 25 24 22 21 20 19 18 17 17 16 16 15 15 15 14 13 13
20 46 40 35 30 28 26 25 23 22
21 20 19 18 18 17 17 16 16 15 I5 14 I3
21 48 42
36 32 29 28 26 24 23 22 21 20 19 18 18 17 17 17 I6 I5 14 I4
22 50 44 38 33 31 29 28 25 24 23 22 21
20 19 19 18 18 17 17 16 15 I5
53 46 4-o
23 35 32 30 29 27 25 24 23 22 21 20 20 I9 I9 18 18 I7 I6 15
24 55 48 42 36 33
32 30 28 26 25 24 23 22 21 20 20 19 19 18 I8 17 16
25 57 50 43 38 35 33 31 29 27 26 25 24 23 22 21 21 20 20 19 18 17 16
59 52 45 39 36 34 33
26 30 28 27 26 25 24 23 22 22 21 21 20 I9 18 17
27 62 54 47 41 38 35 34 31 30 28 27 26 25 24 23 22
22 21 21 20 19 18
64 56
28 49 42 39 37 35 32 3I 29 28 27 25 25 24 23 23 22 21 20 19 18
29 fj6 58 50 44 40 38 36 34 32 30 29 28
26 25 25 24 23 23 22 21 20 19
69 60
30 52 45 42 39 38 35 33 3I 30 29 27 26 26 25 24 24 23 22 21 20
31 71 62 54 47 43 41 39 36 34 32 31 30
28 27 26 26 25 25 24 23 21 20
32 73 64 55 48 45 42 40 37 35 33 32 30
29 28 27 27 26 25 24 23 22 21
75 66 57 50 46
33 43 41 38 36 35 33 31 30 '29 28 27 27 26 25 24 23 22
34 78 68 59 51 47 45 43 39 37 36 34
32 31 30 29 28 28 27 26 25 23 22
35 80 70 61 53 49 46 44 41 38 37 35 33 32 31 30 29 28 28 27 26 24 23
36 82 72 62 54 50 47
45 42 39 38 36 34 33 32 31 30 29 29 28 26 25 24
37 85 74 64 56 51 49 46 43 40 39 37 35
34 32 31 31 30 29 28 27 26 24
87 76
38 66 57 53 50 48 44 42 40 38 36 35 33 32 31 31 30 29 28 26 25
39 89 78
68 59 54 51 49 45 43 41 39 37 36 34 33 32 32 31 30 28 27 26
40 91 80 69 60 56 53 50 46 44 42 40 38 36
35 34 33 32 32 31 29 28 26
41 94 82
71 62 57 54 51 47 45 43 41 39 37 36 35 34 33 32 31 30 28 27
42 96 84 73 63 58 55 53 49 46 44 42 40 38
37 36 35 34 33 32 31 29 28
43
98 86 75 65 60 56 54 50 47 45 43 41 39
38 37 36 35 34 33 31 30 28
44 101 88 76 66 61 58 55 51 48 46 44 42 40 39
37 36 36 35 34 32 30 29
45 103 90 78 68 63 59 57 52 49 47 45 43 41 39 38 37 36 36 34 33 31 30
46 105 92 80 69 64 60 58 53 50 48
46
...
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