Issue 50
D. Triantis et alii, Frattura ed Integrità Strutturale, 50 (2019) 537-547; DOI: 10.3221/IGF-ESIS.50.45
4
150
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50 F-function [s -1 ] 100
2
Ib-value Ib-value
F function Ib-value
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F-function (1/sec)
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0
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Time [s]
Figure 7: Time evolution of the F-function in juxtaposition to that of the I b -value.
Considering now the systematic reduction exhibited by the F-function at stages B and D, further analysis of the experi mental results was undertaken, indicating that during the first two (2) seconds after the stabilization of the stress level, the F-function decreases following a power law of the form:
t
F t
A
( )
exp
(3)
The above law is plotted in Fig.8 for both stages B (Fig.8a) and D (Fig.8b) using logarithmic scale for the values of the F function. In this figure, the origin of the time scale (i.e., t=0) corresponds to the time instant t o (for each stage) at which the stress attains its maximum value and is then stabilized, practically corresponding to the time instant at which the maximum values of the F-function are attained. The values of the parameter A and the time constant τ of Eq.(3), as obtained by means of proper curve fitting, are equal to A=128.7 s -1 , τ=0.98 s for stage B and A=141.6 s -1 , τ=1.23 s, for stage D. As it is expected, the highest value of the time constant τ is observed in stage D due to the considerably increased acoustic activity that is recorded in this stage (recall that, after a while, fracture of the specimen occurred).
1000
1000
stage B
stage D
y = 141.56e -0.81x
y = 128.71e -1.02x
100
100
10 F-function [ -1 ]
10 F-function [s -1 ]
F - function (1/sec)
F - function (1/sec)
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time (sec)
time (sec) Time [s]
Time [s]
(a) (b) Figure 8 : Restoration of the F-function during the first seconds following stress stabilization in stages B (a) and D (b). As a last step, it is worth studying the time evolution of the F-function during the very last seconds prior to the failure of the specimen (i.e., the very last time interval of stage D). In a recent paper by Triantis and Kourkoulis [7], it was indicated that the F-function exhibits a peak just before the fracture, while before the occurrence of this peak there is a sharp increase of the F-function, which in terms of the time-to-failure parameter, t f -t, is governed by a power law of the form:
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