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582 17 Self-healing of Surface Cracks in Structural Ceramics
17.8.3
Temperature Dependence of the Minimum Fracture Stress Guaranteed
Using the above theory, one can estimate the minimum fracture stresses at
elevated temperatures for the sample proof tested at room temperature. Ono et al.
[49] (evaluated the temperature dependence of σ
G
for alumina/20 vol% SiC parti-
cles composite. Moreover, by comparing the evaluated σ
G
with the measured
fracture stress of the proof tested sample at elevated temperature, the validity of
this estimation was given by them. Their results and discussion are presented in
the following text.
Before discussing the temperature dependence of σ
G
, temperature dependences
of the plane strain fracture toughness, K
IC
, and the intrinsic bending strength, σ
0
,
are noticed. Ono et al. [49] investigated these temperature dependences for
alumina/20 vol% SiC particles composite. The σ
0
, which is determined as the
average fracture stress of 5% of the highest strengths of the crack - healed speci-
mens at the temperatures, has large temperature dependence and the tendency is
almost linear and negative up to 1373 K. Moreover, the K
IC
is almost constant
against temperature. The features affect the correlativeness between the fracture
stresses as a function of the equivalent crack length, a
e
, at room temperature and
at high temperature. The schematic is shown in Figure 17.25 .
The fracture stress associated with small fl aw, that is, a
e
is low, is equal to the
σ
0
, and varies considerably as temperature varies. On the other hand, the fracture
stress associated with large fl aw, that is, a
e
, is high, is determined by linear fracture
mechanics as expressed by Equation (17.10) and changes scarcely with tempera-
ture change. Therefore, the negative temperature gradient of the σ
G
increases with
increasing the proof testing stress,
σ
p
R
, as shown in Figure 17.26 . Since high
σ
p
R
qualifi es a
e
p
to be a low value, the negative temperature gradient of the σ
G
becomes
considerably high. Alternatively, since low
σ
p
R
allows the large fl aws to present
Legalism of
fracture stress
Legalism of equivalent
crack length, log (a
e
)
0
log s
G
log s
p
R
log s
0
T
log s
0
R
log a
e
p
log (p
1/2
K
IC
T
)
log (p
1/2
K
IC
R
)
Room temperature
High temperature, T
Figure 17.25 Schematic illustration of proof - test theory and
the effect of equivalent crack on fracture strength at room
temperature and at high temperature.