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Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Operating experiences and approaches for fatigue assessment in operating
nuclear power plant
Ivan Lopoš, VUJE, Inc. Department of NPP Life-time Evaluation,
Division of Diagnostics of Nuclear Components
LTO of VVER 440 NPP units
Slovak NPP units
NPP unit
Reactor type
Start of operation
Lifetime end according to NPP design (expected LTO) Bohunice 1 WWER 440/V230
1978
shut down in 2006
Bohunice 2 WWER 440/V230
1980
shut down in 2008
Bohunice 3
WWER 440/V213
1984
2014, (2044 LTO)
Bohunice 4
WWER 440/V213
1985
2015, (2045 LTO)
Mochovce 1
WWER 440/V213
1998
2028,(2058 LTO)
Mochovce 2
WWER 440/V213
2000
2030, (2060 LTO)
Mochovce 3
WWER 440/V213
assumed 2017
2047, (2077 LTO)
Mochovce 4
WWER 440/V213
assumed 2018
2048, (2078 LTO)
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Assessment of fatigue life
History: Fatigue life assessment is carried out by a decision of the Nuclear Regulatory Authority for all NPP units in Slovakia. It is implemented on an agreed range of equipment which are periodically evaluated on the basis of operation history monitoring since 1994.
Bohunice: EBO V2 – after each fuel campaign
Mochovce: EMO1,2 – after each fuel campaign
Range of monitored equipment : Selected NPP components cover most stressed devices and components: Primary circuit pipeline components - (nozzles, branches, elbows connected to the steam generator , pressurizer, etc.) Primary circuit main components - (reactor pressure vessel , main coolant pump, main isolating valve, steam generator, pressurizer)
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Range of monitored equipment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Pipeline components pipeline double branch Ms 500/200 pipeline branch of low pressure reactor emergency cooling system for hot leg and cold leg pipeline branch of high pressure reactor emergency cooling system pipeline branch of pressurizer cold injection hot elbow under steam generator pressurizer surge line
Range of monitored equipment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Primary circuit components reactor pressure vessel reactor vessel hot nozzle sealing part of reactor vessel spherical closure head main coolant pump main isolating valve
Range of monitored equipment
Pressurizer components upper manhole body injection nozzle bottom zone with nozzle connection nozzle to safety valve
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Range of monitored equipment
Steam generator components feedwater nozzle primary header SG shell steam header
header connection area
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
1. Knowledge of stress state in the assessed components in all operating modes and conditions (analytical or numerical calculation models).
2. Knowledge of all relevant material characteristics (minimum guaranteed material properties of the material standards).
3. Knowledge of operation history (a sequence of load cases for evaluation of CUF, realistic loads/real transients based on actual conditions measured during operation, monitoring of loacal loads at the fatigue relevant components by means of monitoring systems)
4. Assessment methodology or codes and standards (NTD SEV 4201-86 ÷ 4214-86 or Russian Code PNAE – G-7-002-86)
What is needed for the assessment of fatigue life?
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
operating conditions of NPP components are characterized by changes of operating parameters (internal overpressure, flow rate and coolant temperature)
operation loads arising from thermal stratification are monitored by means of special temperature measurement systems
mechanism of erosion-corrosion damage is negligible for austenitic structural materials but for carbon and ferritic steels (pressurizer, SG, feedwater and steam pipelines) is monitored by means of wall thickness losses and potential defects in critical areas
the results of all measurements are analyzed and taken into account in the analysis of lifetime
Calculations of fatigue damage
Operating modes and conditions :
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
continuous measurement of operating parameters in selected locations of assessed NPP components and processing of measured parameters boundary conditions definition for individual operating modes and states (load cases definition) numerical simulations of thermoelastic analyses using FEM analysis - resulting structural stresses stress tensor components determination or selection for the most exposed area (critical spots) of NPP component for individual load cases in terms of fatigue creation of stress-states database of selected critical spots for each one of representative LC (load case) calculation of fatigue damage cumulation on the basis of LC′s sequence (operation history)
Calculations of fatigue damage
Sequence of steps in the evaluation of fatigue damage:
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Factors affecting fatigue damage assessment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Calculation models
Old less detailed New more detailed
example: SG steam header reduction of calculated max. total fatigue damage after 30. fuel campaign : old less detailed model: 3,77% new more detailed model: 1,33%
Damage for campaign Total damage
Fatig
ue d
amag
e [%
]
Fuel campaign
Factors affecting fatigue damage assessment
Fatigue damage cumulation in critical spots of feedwater nozzle NPP Unit
Number of fuel cycles
Node point
Maximal fatigue damage cumulation for steam generator [%]
1 2 3 4 5 6
Bohunice 3 18 1 18,3828 12,0754 23,3934 6,9426 12,5836 7,7793
4 17 1 26,2436 7,6465 8,5672 9,0552 26,2436 23,5576
Feedwater nozzle of steam generator In monitored cross-sections located near the feedwater nozzle were recorded occurrence of different thermal stratification (different number and type of stratification load cases) Different level of fatigue damage cumulation in analysed feedwater nozzles was caused by different operation history
Operation history
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Factors affecting fatigue damage assessment
Operational load monitoring
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Location of termocouples at cross-sections : 1,3,5,7,9,11
Location of termocouples at cross-sections : 2,4,6,8,10,12
Location of sensors for feed water piping (Steam Generators 1 – 6)
Turbine Hall
Containment Penetration
T-618
Non-Return Flap Valve
Location of sensors for feed water piping (Steam Generators 4)
monitoring of thermal load in feed water line was unique for each SG (different types and number of thermal cycles - cycling between stratified and non-stratified conditions)
new monitored cross-section located in the upstream side of non-return flap valve has confirmed the occurrence of stratification in the place where we did not expect (source: valve leakage)
these findings will lead to the installation of additional thermocouples in new pipe cross-sections because occurence of unforeseen (not considered in the design) operating loads (not monitored) on specific structural components could cause their permanent damage
Detection of load that has not been considered in the design
Factors affecting fatigue damage assessment
Operational load monitoring new monitoring system „MONEZ“ resulted from the recommendations of the evaluation process of transition to LTO
measuring range was extended to other piping systems where unspecified load occurrence is very probable
unspecified load occurrence was confirmed in the following pipe systems, for example:
• pipeline of pressurizer cold injection
• pipeline of passive low pressure reactor emergency cooling system
• pipeline of active low pressure reactor emergency cooling system
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Pressurizer cold injection
Location of termocouples at cross-sections
Active low pressure reactor emergency cooling system
Location of termocouples at cross-sections
Passive low pressure reactor emergency cooling system
Location of termocouples at cross-sections : 1,5
Location of termocouples at cross-sections : 2,3,4
Factors affecting fatigue damage assessment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Installed measurement range
3VP2
3VP1
3VP6
3VP5
3VP3
3VP4
Old measurement range
Factors affecting fatigue damage assessment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Pressurizer surge line of Unit 4 of the V-2 Bohunice NPP
NFC Node Damage
[%]
17
1 1,1989
2 3,3844
4 1,4095
Fatigue damage cumulation in critical spots
Factors affecting fatigue damage assessment
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Pressurizer surge line of Unit 3 of the V-2 Bohunice NPP
Fatigue damage cumulation in critical spots
NFC Node Damage
[%]
18 1 61,8218
2 94,2482
significant discrepancy between monitored stratification events on unit 3 of NPP Bohunice and other pressurizer surge lines
different location of the most damaged areas – critical spots
Factors affecting fatigue damage assessment
Installed measurement range
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Location of sensors for pressurizer surge line
measurement was modified and extended in order to reduce the conservatism obtaining more detailed fluid temperature profiles over the length of the surge line during transient and steady state operation measurement was characterized by different number and type of stratification load cases for individual monitored cross sections the flow of coolant between pressurizer and cold leg resulted in asymmetric thermal load analysis confirmed the interdependence between the course of measured temperatures and the course of calculated stresses
New measurement range
Factors affecting fatigue damage assessment
Installed measurement range
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Course of temperature and equivalent stress
Right branch of surge line Left branch of surge line
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Activities associated with lifetime assessment
Assessment of defect acceptability
Determination of acceptable defect dimensions (for safe, quick and easy evaluation of indications/defects found during ISI) Evaluation of stability and acceptability of defects localised in piping systems and a pressure component body (indications revealed by means of ISI) applying methods of fracture mechanics and appropriate normative standards: VERLIFE document procedures British R6 method ASME Code Section XI
Every analysis of defect acceptability has to contain fatigue crack growth assessment caused by alternating operation states during NPP operation
Activities associated with lifetime assessment
Determination of critical and acceptable defect dimensions
In primary and secondary circuit NPP components (defects represent locations of stress concentration and are located in the weld metal and the surrounding base material) Each defect is conservatively assessed as a potential crack (elliptical cracks with different dimensions a and c) For evaluation of fatigue crack growth is necessary to take into account the load history
Assessment is carried out for important facilities of the primary and secondary circuit :
welds of piping systems: main coolant pipe, pressurizer surge line, main steam line, feedwater line ...
primary circuit components (reactor pressure vessel, reactor vessel hot nozzle, sealing part of reactor vessel, main coolant pump, main isolating valve, pressurizer, steam generator ...)
2c
t a
2c
t 2a
d
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Surface crack Subsurface crack
Reactor vessel hot nozzle
Section 1
Section 2
Section 3
Section 4
Activities associated with lifetime assessment
Reassessment of indications revealed during ISI
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
If detected defect dimensions exceed the conservatively calculated acceptable dimensions of indications/defects it needs further detailed evaluation using more accurate calculation The following sequence of activities have to be realized for detailed evaluation (accurate calculation) : creation of calculation model boundary conditions proposal and calculation
model debugging definition of operating modes stability assessment of detected defect using
the results of stress state calculations consideration of fatigue crack growth through
simulation operation history (sequence of operating modes) representing the NPP design life
Nozzle weld of SG emergency feedwater supply
1. Significant deviations of actual service conditions from designed ones were found out by monitoring system.
2. Different outputs from individual units measurement revealed that unspecified loading (not considered in the design - stratification) is impossible to predict.
3. Archived data (history of plant operation) are an important source of information for next decision making about plant in future.
4. Assessment of some NPP components has to be reassessed because unforeseen complex loading and insufficient monitoring can lead to a risk of fatigue damage.
5. Reliable assessment of components critical to power generation mitigates risk of unplaned outages due to equipment failure and reduces operation and maintenance costs and optimize the availability of the plant.
Summary and conclusions
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Technical Meeting on Fatigue Assessment in Light Water Rector for Long Term Operation, 6.-8. July 2016, Erlangen, Germany
Thank you for your attention