In order to conduct effective and rational maintenance activity of components in nuclear power plants, it is proposed to manage fatigue degradation based on crack size corresponding to an extent of cumulative fatigue effect. This study is aimed at developing a prediction model for fatigue crack growth in simulated reactor coolant environment. In order to investigate influence of reactor coolant environment on crack initiation and crack growth, two-step replica observations were conducted for environmental fatigue test specimens (type 316 stainless steel) subjected to three kinds of strain range. Crack initiation, growth, and coalescence were observed in the experiments. It is clarified that crack coalescence is one of the dominant factors causing fatigue life reduction, and fatigue life reduction depends on crack size and distance of two coalescing cracks. Then, a model was developed for predicting statistical crack initiation and growth behavior. The relationship between dispersion of crack initiation life and strain range was approximated by the Weibull model to predict crack initiation. Then, the statistical crack growth was modeled using the relation of crack growth rate and strain intensity factor. Furthermore, the crack coalescence was taken into account to the crack growth prediction considering the distance between two cracks. Finally, the crack growth curve, which is the relationship between crack size and operation period, was derived through Monte Carlo simulation with the developed model. The crack growth behavior and residual life in the simulated reactor coolant environment can be reviewed by the crack growth curve obtained with crack initiation, and the growth model developed was compared with the fatigue test results.

References

1.
ASME
,
2015
, “
Rules for Inservice Inspection of Nuclear Power Plant Components—ASME Boiler and Pressure Vessel Code Section XI
,” American Society of Mechanical Engineers, New York, Standard No. BPVC-XI-2017.
2.
JSME,
2012
, “
Codes for Nuclear Generation Facilities—Rules on Fitness-for-Service for Nuclear Power Plants
,” Japan Society of Mechanical Engineers, Tokyo, Japan, Standard No. JSME S NA-1-2012.
3.
Suh
,
C. M.
,
Lee
,
J. J.
, and
Kang
,
Y. G.
,
1990
, “
Fatigue Microcracks in Type 304 Stainless Steel at Elevated Temperature
,”
Fatigue Fract. Eng. Mater. Struct.
,
13
(
5
), pp.
487
496
.
4.
Pearson
,
S.
,
1975
, “
Initiation of Fatigue Cracks in Commercial Aluminum Alloys and the Subsequent Propagation of Very Short Cracks
,”
Eng. Fract. Mech.
,
7
(
2
), pp.
235
247
.
5.
Santus
,
C.
, and
Taylor
,
D.
,
2009
, “
Physically Short Crack Propagation in Metals During High Cycle Fatigue
,”
Int. J. Fatigue
,
31
(
8–9
), pp.
1356
1365
.
6.
Murakami
,
Y.
, and
Miller
,
K. J.
,
2005
, “
What is Fatigue Damage? A View Point From the Observation of Low Cycle Fatigue Process
,”
Int. J. Fatigue
,
27
(
8
), pp.
991
1005
.
7.
Kamaya
,
M.
, and
Nakamura
,
T.
,
2013
, “
A Flaw Tolerance Concept for Plant Maintenance Using Virtual Fatigue Crack Growth Curve
,”
ASME
Paper No. PVP2013-97851.
8.
Kamaya
,
M.
, and
Nakamura
,
T.
,
2015
, “
Fatigue Damage Management Based on Postulated Crack Growth Curve
,”
E-J. Adv. Maint.
,
7
(
1
), pp.
43
49
.http://www.jsm.or.jp/ejam/Vol.7No.1/AA/SP14/AA92/AA92.html
9.
Taylor
,
D.
, and
Knott
,
J. F.
,
1981
, “
Fatigue Crack Propagation Behaviour of Short Cracks; the Effect of Microstructure
,”
Fatigue Eng. Mater. Struct.
,
4
(
2
), pp.
147
155
.
10.
Ochi
,
Y.
,
Ishii
,
A.
, and
Sasaki
,
S. K.
,
1985
, “
An Experimental and Statistical Investigation of Surface Fatigue Crack Initiation and Growth
,”
Fatigue Fract. Eng. Mater. Struct.
,
8
(
4
), pp.
327
339
.
11.
Miller
,
K. J.
,
1987
, “
The Behaviour of Short Fatigue Crack and Their Initiation—Part: A Review of Two Recent Books
,”
Fatigue Fract. Eng. Mater. Struct.
,
10
(
1
), pp.
75
91
.
12.
McEvily
,
A. J.
,
1998
, “
The Growth of Short Fatigue Cracks: A Review
,”
Mater. Sci. Res. Int.
,
4
(
3
), pp.
3
11
.
13.
Abe
,
S.
,
Nakamura
,
T.
, and
Kamaya
,
M.
,
2015
, “
Statistical Model of Micro Crack Growth for the Evaluation of Accumulated Fatigue in NPPs
,”
E-J. Adv. Maint.
,
7
(
1
), pp.
129
137
.http://www.jsm.or.jp/ejam/Vol.7No.1/AA/SP14/AA105/AA105.html
14.
Abe
,
S.
, and
Nakamura
,
T.
,
2014
, “
Statistical Model of Micro Crack Accumulated Fatigue in NPPS
,”
ASME
Paper No. PVP2014-28603.
15.
Ishizawa
,
T.
,
Kitada
,
T.
, and
Nakamura
,
T.
,
2016
, “
Fatigue Crack Initiation Model of Type 316 Stainless Steel
,”
ASME
Paper No. PVP2016-63477.
16.
Fujikawa
,
R.
,
Kitada
,
T.
,
Nakamura
,
T.
, and
Kamaya
,
M.
,
2016
, “
Environmental Effect on Low Cycle Fatigue Crack Growth of SUS316
,”
Maintenology
,
15
(
2
), pp.
77
82
.
17.
Kamaya
,
M.
, and
Kawakubo
,
M.
,
2015
, “
Mean Stress Effect on Fatigue Strength of Stainless Steel
,”
Int. J. Fatigue
,
74
, pp.
20
29
.
18.
Kamaya
,
M.
,
2015
, “
Low-Cycle Fatigue Crack Growth Prediction by Strain Intensity Factor
,”
Int. J. Fatigue
,
72
(
2015
), pp.
80
89
.
19.
Kamaya
,
M.
, and
Kawakubo
,
M.
,
2012
, “
Strain-Based Modeling of Fatigue Crack Growth—An Experimental Approach for Stainless Steel
,”
Int. J. Fatigue
,
44
, pp.
131
140
.
20.
Kamaya
,
M.
,
2013
, “
Environmental Effect on Fatigue Strength of Stainless Steel in PWR Primary Water—Role of Crack Growth Acceleration in Fatigue Life Reduction
,”
Int. J. Fatigue
,
55
, pp.
102
111
.
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