effects of specimen size on limiting compressive loading for silicate, ceramic, and other materials
TRANSCRIPT
Strength of Materials, Vol. 26, No. 10, 1994
E F F E C T S OF S P E C I M E N S I Z E ON L I M I T I N G C O M P R E S S I V E
L O A D I N G F O R S I L I C A T E , C E R A M I C , AND O T H E R M A T E R I A L S
G. M. Okhrimenko UDC 539.4.019:620.25:666.1
Published data are examined on the ultimate strength in uniaxial compression for glass, glass ceramics,
porcelain, crystalline silicon, perictase-spinel-chromite material PSCM, and ferrite in relation to she
specimen dimensions. Two methods are proposed for combined experimental and computational estimation of
the effects from the volume on the limiting load, which are based only on the data obtained from testing
specimens with one or two standard dimensions.
The dimensions of the sections determine the correctness and reliability of results obtained under conditions of
uniaxial compression on composite or monolithic constructional elements made of silicate, ceramic, and other materials. This
is indicated by the dependence of the ultimate strength in uniaxial compression on the specimen volume for technical grades of glass, glass ceramics, porcelain, crystalline silicon, PSCM, and ferrite [1-6]. Such evidence has been obtained at the
Strength Problems Institute, Ukrainian National Academy of Sciences, under the direction of Academician G. S. Pisarenko on the basis of a correct experimental method [1], which is distinguished by the substantial effort involved in making and
preparing several standard sizes of cylindrical, prismatic, or rectangular specimens for test. In that connection, for such cases we have devised a general method that enables one to determine the states of new materials or to develop the optimum
technology for producing high-strength sections from a material with special properties, e.g., with a preset chemical composi-
tion. On this basis, I have examined the published data on the dependence of the ultimate strength in uniaxial compression
% on the volume V of the specimen with the object of defining trends in the effects of the dimensions on the strength and in
order to obtain a rational method involving less consumption of time and material in order to derive such relationships. It has been shown [4, 5] that there is a functional relationship between a c and V for cylindrical specimens of the glass
ceramics A-I, SO115-M, and STL-10, as well as electrotechnical porcelain and single-crystal silicon, which can be represent-
ed to a first approximation in logarithmic coordinates by the equation for a straight line:
in ,r c - aj lnV + bj, (1)
in which aj and bj are the slope and the intercept on the ordinate.
Figure 1 shows analogous results for prismatic and rectangular specimens of A-1 glass ceramic and PSCM [1.5]. A similar dependence of % on V has been found for ferrite [3], so one can say that no matter what the shape of the cross
section in the specimen, the test results for such materials can be described by (1) in logarithmic coordinates. We calculated aj and bj by least-squares fitting [7], and they are given in Table 1, where the symbols are as follows:
j number of standard sizes of specimen, ~cj and Vj ultimate strength in uniaxial compression and volume of specimens with
maximal dimensions, and m w the Weibull modulus, which is related to the sample coefficient of variation v by [8]
= 0 ! V ~ + m2 '
in which the correction 0(1/mw 2) is a quantity of the order 1/mw2.
If we neglect the second term in (2), we get the Weibull modulus for each material (Table 1) from
(2)
Strength Problems Institute, Ukrainian National Academy of Sciences, Kiev. Translated from Problemy Prochnosti,
No. 10, pp. 23-29, October, 1994. Original article submitted May 4, 1993.
0039-2316/94/2610-0729512.50 �9 Plenum Publishing Corporation 729
TABLE 1. Effects of Specimen Volume on the Limiting Loading in Uniaxial Corn-
pression for Nonmetallic Materials
Material Dimensions of minimal specimen, mm
STL-10 glass d - 10, ceramic [1] h - 30
A-1 glass ceramic [1]
[ SOII5M gIass i ceramic [4] .
Crystal- line sili- con [31
d - 1 0 , h - 30
lOx 10x 30
d-- 10, h - 30
d - 10; h - 30 d - l O , h - 30
Ferrite [3] 6x 6 x 18
PSCM [51 lOx 10x 36
Electrotech- d - 6, nical porcel- h - I8 ain [2]
/ [acm=,, o'cm,x V~
J MPa a 4 V,,i .
5 2680 2.17 511
5 2190 1.65 511
5 2680 2, I7 5 t2
5 2558 2,28 51 l
5 2145 2.61 64
3 2145 1,39 1
4 i135 1.21 8,33
5 11 t 2,41 64
5 [249 1,30 4044
94,1"
bj a/ 1 mw 6m,
t %
8,12 -0 ,111 1'7.04 47.1
7.68 - 0.074 t7.30 20.7
7,86 - 0.121 11.90 30.6
8.04 - 0.143 14.91 53.1
7,64 - 0,177 12,08 53,2
6,29 + 0.314 13.66 76.7
6,92 ] - 0.037 13.84 48.8
4.83 I - 0.212 6.79 30.5
7.08 I - 0.021 80.44 40.g
*Ratio between the volume of the maximal specimen and a specimen for which one
obtains cr c max, the maximal limiting load in compression.
t,,%
7.7,
t.O 2,6 4.,2 5,~ [nv a
4.,2
5.7 t.O Z.I 3,Z 4.3 In v
b
Fig, 1. Dependence of the limiting load in
uniaxial compression a c on the specimen
volume V for prismatic specimens of A-I
glass ceramic (a) and periclase- spinel-chromite material (b).
m w - ~ - ~ - + - - + . . . + i,, 2
in which v 1, v 2 . . . . . vj are the sample coefficients of variation for the limiting strength in uniaxial compression for specimens of the standard sizes used.
Exponentiation in (1) for aj < 0 gives
ebj ac - - . ( 4 )
Va~
This expression resembles in form the equation from the statistical theory of brittle failure due to Weibutl [9, I0], which also has the form
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TABLE 2. Mathematical Expectations of Limiting Loading in Uniaxial Compression
for Porcelain and Specimen Dimensions
Parameter and Mathematical I Coefficient of Number of tests dimensions expectation variation. % of measurements
12 Limiting loading in uni- axial compression, MPa
1160
1188"
2,39
53, 66* * Specimen diam., mm 7.50 0,68 12 Specimen height, mm 22,61 0,38 12 Specimen volume, cm 3 0.999 0,71 12
*Limiting loading in uniaxial compression for electrotechnical porcelain in accor-
dance with (4) and the Table 1 data for V = 1 cm 3.
**Weibull modulus calculated from (3) with j = 1.
e ~ Crc- vl/m w, (5)
in which ebJ is the limiting strength in uniaxial compression for a specimen with unit volume (in our case 1 cm3).
The last column in Table 1 gives the relative difference between m w and that calculated from the absolute value of
the coefficient aj as given by the formula
1 I ] ~m = r a W - a]- 1 raw x100% = 1-(ai'rav) - t • (6)
Table 1 shows that 6 m is 20-60% for materials having aj < 0. This is not obeyed by the test results for three batches
of cylindrical specimens (diameter 10 mm) made of crystalline silicon as prepared from three billets having diameters of
65.0, 80.5, and 106.5 mm. In this case, aj > 0, and c5 m exceeds 75%, and the experimental data can be fitted to
~rr - *'%6i, (7)
in which F is the area in cm 2 of cross section of the crystalline silicon billet. We can thus say that the relative difference between aj-1 as calculated from experimental data obtained on testing
specimens with several standard dimensions (3 < j _< 5) and the Weibull modulus given by (3) is in the range 20-60%.
It should be noted that I am not aware of any papers in which it has been shown by experiment that the numerator in
(4) or (5) is the limiting strength of a material in uniaxial compression for specimens having volume V = 1 cm 3. In that
connection, the following experiment was done. Specimens having volume 1 cm 3 were cut from cylindrical rods of electrotechnical porcelain 11 mm in diameter,
whose composition and production technology did not differ from the analogous characteristics of the rods used in [2] to
make specimens of all the sizes employed. The mechanical working was done with a diamond toot and water cooling in such a way that the microroughness
heights were R a _< 1.25 and R a N 0.63 ~.m respectively on the cylindrical and end surfaces. The preparation parameters
before testing, namely drying and heat treatment, and the loading rates in testing were analogous to those described in [2].
The data in Table 2 and the characteristics of the specimens indicate that the relative differences between the experimental
and theoretical values for the limiting permissible loading in uniaxial compression are less than 5 %, while the differences
between m w = 53.7 from (3) and aj - t (Table l) are slightly more than 10%. Weibull's statistical theory of brittle strength is represented mathematically by (3) and applies for brittle materials in
which the start of failure under force is in accordance with the postulate of weak links. As that postulate applies for the
materials used here [1, 2, 4, 6], and if we use the Table 2 data, one can say that the numerator in (4) is the limiting loading
in uniaxial compression for specimens with volume V = 1 cm 3, while aj and the Weibull modulus given by (3) are related by
4" ! = mw (8)
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TABLE 3. Parameters in the Straight-Line Equation with the Slope
(9)
ar In at/ i InVI InVj Material In
A-1 glass ceram- 7,69 7,19 0,857 7,095 ic [1] (c,ylinders)
A-1 glass ceramic [1] (prisms) ~, 7,67 6,94 1,099 7,336 STL-10 glass ceramic [l] 7,89 7,12 0,857 7,095 SOO115M glass ceramic [4] 7,85 7,02 0,857 7,095
Crystalline 7,65 6,71 0,857 5,016 silicon [3] . PSCM [5] 43 t 3,83 1,099 5,257 Ferrite [3]_ 7,03 6,85 - 0,0973 1,686 Electrotechnic- 7,06 6,87 - 0,675 7.480 al porcelain [2]
S-37 glass [6] 7,46 7,06 0,857 2,936
Calculated from
bj~, ~b, % a/p ha, %
7,76 1,03 - 0.08 7.50
7,79 -8,99 -0.117 -3,42 7,03 - t5.5 -0,109 1,8 7,96 -1.0 -0,133 -7,52 7,86 2,79 - 0,231 23,38
4,94 2,23 - 0,212 0 6.93 0.14 - 0.068 45.58 7,04 5,35 - 0,023 8,69
7,62 - - - 0,192 - -
1 1 . 3 4 *
*Weibull modulus calculated from (3) for j = 2 [6].
Then to reduce the effort and time in estimating the dependence of the limiting loading in uniaxial compression on
specimen volume for silicate, ceramic, and other materials, including crystalline silicon and ferrite, it is necessary to prepare
and test a set of rods having ratio of diameter to height of 3 -1 and volume V = 1 cm 3, with the Weibull modulus estimated
from (3) (with j = I), and (4) used to predict a c for an element with a given volume.
Another approximate approach is to define by experiment the linear dependence in logarithmic coordinates between
the limiting load and the volume. One needs to make and test two standard sizes of specimen having volumes V 1 and V 2 (the
ratio of height to the characteristic transverse dimension equal to three), for which the experimental limiting loads are acl and
ac2. One assumption is made: the experimental a c = f(V) in logarithmic coordinates is a straight line with the slope of (1)
and passes through the two points with those coordinates. It is clear [11] that the equation of this straight line is
In a c - In act InV - inV, (9) In ac2 - In (re, = lnVz - lnV, "
We substitute into the other relation for the quantities and use obvious transformations to get the relationship between
In a c and In V in the (1) form. We use aj and bj in conjunction with (8) and the experimental fact that ebJ = a c for specimens
with volume V = 1 cm 3 to use (5) to predict the effects of rod volumes on the limiting loading in uniaxial compression.
As an example, we calculate the slope ajp and intercept bjp of the (9) line on the ordinate (Table 3). For this purpose,
we use published data for specimens with minimal and maximal volumes. For each of the materials in Table 1, the number
of possible (9) formulas is equal to the number of combinations C of the j standard dimensions taken two at a time:
jl C / = ( j _ 2)!2! " (10)
From Table 3, the discrepancies of the quantities 8 a calculated from (9) and found by experiment (Table 1) between
the slopes aj and ajp is between - 8 and +46%, while the analogous parameter 6 b for bj and bjp is between - 1 6 and +9%.
Comparison of aj and ajp (Tables 1 and 3) shows that the largest discrepancies occur for crystalline silicon and
ferrite. For these materials, one has the least values of the ratio between Vma x and Vmi n.
To estimate the effects of specimen volume on limiting load. it is necessary to make two standard sizes of specimens,
and then plot the data in logarithmic coordinates, and draw the straight line in accordance with (9), whose parameters aj and
bj are used to calculate the limiting loading of an element in uniaxial compression from (5) and (9).
The data on the volume dependence of the limiting load show that one can use the equations from Weibul l ' s statistical
theory of brittle failure for silicate, ceramic, and other materials, including crystalline silicon and ferrite. This has been done
in two combined experimental and calculation methods of evaluating the dependence for brittle materials by the use of
experimental data for one standard size (specimen volume approximately 1 cm 3) or two standard sizes.
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The conclusions are as follows.
1. In accordance with [4], no matter what the logarithmic coordinate system used (In a c = f(ln V; In Ss; In Se; In d),
in which S s and S e are the side and end surfaces, while d is specimen diameter), the experimental results can be approximat-
ed by straight lines. In these cases, the relative differences between the bj do not exceed a few percent. The relation between
the slopes aj and a s or a e and a d is then
a~s ae ad
which are substituted into the denominators in the other three single-term expressions to derive the exponents, which must be
supplied with a dimensional parameter that influences a c to find the dimensions of the volume.
Then in all these cases, the Weibull modulus can be derived from the following:
1 1,5 1,5 3 m w ~ - - = - - , ~ . ~ ~ - - . aj ~Z s a e a d
2. These data do not enable one to judge the effects of specimen volume on the limiting loading for these materials
under conditions of uniaxial tension and bending, or the resistance to failure in compression by flat metal supports.
3. Table 1 shows that the limiting loading in uniaxial compression for prismatic specimens made of A-1 glass ceramic
is larger than the analogous quantity, derived from specimens of cylindrical form. This occurs because the prismatic rods after
mechanical working at the plant with a carborundum tool had a microroughness height R a __ 0.63/zm, whereas for all the
other rods (Table 1) made with a diamond tool, it was R a _< 2.5 ... 1.25 ~m. Then the [1, 6, 12] data indicate that one way
of increasing the limiting loading for specimens made of technical glass ceramics for use under compression is mechanical
working of the sections with a carborundum tool.
The research on the constructional strength of the materials considered here was financed by the Ukrainian State
Budget. I am indebted to G. S. Pisarenko and Yu. M. Rodichev for assistance in this work.
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