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INDIAN STRUCTURAL INTEGRITY SOCIETY
WORKSHOP
9th – 10th May 2018
AERB Auditorium,Niyamak Bhavan-B Mumbai .
Structural Integrity Assessment of Nuclear Energy Assets
Structural Integrity Assessment of Nuclear Energy Assets
May 9-10, 2018 Mumbai
A.K.Balasubrahmanian
Executive Director (Engineering)
Nuclear Power Programme-Tentative Capacity
Build-up
Projects
Total Capacity
(MW)
Present installed capacity
6780
Projects under construction (including PFBR of 500 MW ) 5300
Projects Sanctioned and under launch for FPC 3400
10 PHWRs under fleet mode-sanctioned and under launch
for FPC
7000
Future LWRs (24 Nos.)* 33912
Future FBRs (6 nos.) 3600
(* Future LWRs are contingent to finalisation of techno- commercial offers
& Financial sanction by the Govt )
TOTAL(approx.) 60000
Nuclear Power Plants in India
PHWR BWR
PWR
FBR
Typical Indian PHWR
Fission & Chain reaction
Basic safety functions
• Control of fission chain reaction
• Maintaining cooling of fuel (Decay Heat)
• Confining radioactivity
Defence-in-Depth
• DiD – Prevent, mitigate
• Applied to all safety activities
• Provides protection against a wide variety of
events (resulting from equipment failure or
human action, originating internally within the
plant or externally)
Defence-in-Depth
• Level 1 – Prevent deviation from normal operation.
• Level 2 – Detect and intercept deviations from normal
operational states to prevent AOOs from escalating to accident
conditions
• Level 3 – Control accidents within the design basis. (Engineered
safety features, maintaining at least one barrier for
confinement)
• Level 4 – Control severe accidents (protection of confinement
function)
• Level 5 – Mitigate radiological consequences (on-site and off-
site emergency response)
Structural Integrity Requirements
• Functions
• Service conditions
• Life or longevity
DiD Level-1
Level 1 – Prevent deviation from normal operation.
• Design
• Material
• Manufacture
• Construction
• Operation
Structural
Integrity
Structural Integrity
Material
Selection
Design &
Analysis Manufacture Erection PSI/ISI Maintenance
1. Safety classification
2. Seismic categorization
3. Codal compliance
Structural Integrity Requirements
Requirements for SSCs are formulated to
ensure a robust DiD Level-1
Graded approach based on safety functions
Safety Classification
• Safety Class 1
The SSCs required to perform the safety functions necessary to prevent the
release of a substantial fraction of core fission product inventory to the
containment/environment are classified as safety class 1.
• Safety Class 2
The SSCs that perform the safety function necessary to mitigate the
consequences of an accident which would otherwise lead to release of
substantial fraction of the core fission product inventory or activation
product inventory into the environment are classified as safety class 2.
Safety Classification
• Safety Class 3
SSCs required to perform a support role to safety functions in safety classes
1 and 2 are classified as safety class 3.
• Safety Class 4
The SSCs which incorporate safety functions that do not fall within safety
classes 1, 2 or 3.
Ref. AERB/NPP-PHWR/SG/D-1
Seismic Categorisation
• Seismic category-1
Seismic category-1 shall include all SSCs:
(i) whose failure could directly or indirectly cause accident conditions, or
(ii) which are required for shutting down the reactor, monitoring critical
parameters, maintaining it in a safe shutdown condition and removing decay
heat on a long term basis, or
(iii) which are required to prevent radioactive release or to maintain release
below limits established by AERB for accident conditions (e.g., containment
system).
All seismic category-1 structures, systems and components should be
designed or qualified for both S1 (OBE) and S2 (SSE) (ref. AERB safety guide
AERB/SG/D-23 on ‘Seismic Qualification’).
Seismic Categorisation
• Seismic Category-2
Seismic category-2 shall include all SSCs which are required to:
(i) prevent the escape of radioactivity beyond the limits prescribed for normal
operation and not covered in category-1; or
(ii) mitigate those accident conditions which last for such long periods that
there is a reasonable likelihood of an earthquake of the defined severity
occurring during this period and not covered in category-1.
All seismic category-2 structures, systems, and components shall have
demonstrated capability to withstand the effects of S1 (OBE).
Seismic Categorisation
• Seismic Category-3
Seismic category-3 includes SSCs which are not important to safety and
those not covered in category-1 or 2. Items under this category may follow
national practice; for example, the civil structures under this category can be
designed and built as per IS-1893.
Codes for Mechanical Structures, Systems And
Components
SL. NO. DESCRIPTION CODE
1 Safety Class-1 ASME Section III NB
2 Safety Class-2 ASME Section III NC
3 Safety Class-3 ASME Section III ND
4 Safety Class 1,2,3
(Equipment, valves,
piping) supports
ASME Section III NF
5 Safety Class-4
(Pressure vessels)
ASME Section VIII,
DIV.-1
6 Safety Class-4 (piping) B 31.1
Major Equipment
Analysis and Qualification
Steam Generator PCP
DG
Analysis and Qualification
Reactor
Header
PHT
Loop
Leak Before Break Assessment
Assessment of
Material
Assessment of
Crack Growth
Assessment of Structure
integrity
Level-III
Level-II
Level-I
Fatigue Crack Growth
Rate
Fracture Test
Elbow ratcheting test
Testing and Qualification
POSTULATED
INITIATING EVENT
(PIE)
NPP
NPP
RESPONSE
TO PIE
SAFETY
FUNCTION
NO
IMPACT
ON
PUBLIC
DOMAIN
1. STRUCTURAL INTEGRITY
2. GOOD OPERATION
3. SAFETY CULTURE
1. REACTIVITY
CONTROL
2. CORE COOLING
3. CONFINEMENT
SAFETY
ANALYSIS
Summary
• Nuclear safety is of paramount importance at all stages viz. design,
manufacturing, construction, commissioning and operation of
NPPs.
• Structural integrity Assessment and assurance for equipment &
components of NPPs strengthens the Level-1 of Defence-in-Depth.
• While formulating the requirements, a graded approach is used
based on the safety functions.
Summary
• Understanding the requirements and creating expertise for
performing structural integrity assessment is vital.
• Considering the growth of Nuclear Power in the country, sustaining
and further excellence in the domain is the need of the hour.
• Synergy between designers, consultants, academics and
vendors/contractors will help in this endeavour.
Thank you
ProSIM R And D Pvt Ltd
Website : www.pro-sim.com
Contact us: enquiry@pro-sim.com
INDIAN STRUCTURAL INTEGREITY SOCIETY (InSIS)
Website: www.instint.in
Contact us: insisblr@gmail.com

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Overview of structural Integrity Requirements for SSCs of Nuclear Power plants- A K Balasubramanian

  • 1. INDIAN STRUCTURAL INTEGRITY SOCIETY WORKSHOP 9th – 10th May 2018 AERB Auditorium,Niyamak Bhavan-B Mumbai . Structural Integrity Assessment of Nuclear Energy Assets
  • 2. Structural Integrity Assessment of Nuclear Energy Assets May 9-10, 2018 Mumbai A.K.Balasubrahmanian Executive Director (Engineering)
  • 3. Nuclear Power Programme-Tentative Capacity Build-up Projects Total Capacity (MW) Present installed capacity 6780 Projects under construction (including PFBR of 500 MW ) 5300 Projects Sanctioned and under launch for FPC 3400 10 PHWRs under fleet mode-sanctioned and under launch for FPC 7000 Future LWRs (24 Nos.)* 33912 Future FBRs (6 nos.) 3600 (* Future LWRs are contingent to finalisation of techno- commercial offers & Financial sanction by the Govt ) TOTAL(approx.) 60000
  • 4. Nuclear Power Plants in India PHWR BWR PWR FBR
  • 6.
  • 7. Fission & Chain reaction
  • 8.
  • 9. Basic safety functions • Control of fission chain reaction • Maintaining cooling of fuel (Decay Heat) • Confining radioactivity
  • 10. Defence-in-Depth • DiD – Prevent, mitigate • Applied to all safety activities • Provides protection against a wide variety of events (resulting from equipment failure or human action, originating internally within the plant or externally)
  • 11. Defence-in-Depth • Level 1 – Prevent deviation from normal operation. • Level 2 – Detect and intercept deviations from normal operational states to prevent AOOs from escalating to accident conditions • Level 3 – Control accidents within the design basis. (Engineered safety features, maintaining at least one barrier for confinement) • Level 4 – Control severe accidents (protection of confinement function) • Level 5 – Mitigate radiological consequences (on-site and off- site emergency response)
  • 12. Structural Integrity Requirements • Functions • Service conditions • Life or longevity
  • 13. DiD Level-1 Level 1 – Prevent deviation from normal operation. • Design • Material • Manufacture • Construction • Operation Structural Integrity
  • 14. Structural Integrity Material Selection Design & Analysis Manufacture Erection PSI/ISI Maintenance 1. Safety classification 2. Seismic categorization 3. Codal compliance
  • 15. Structural Integrity Requirements Requirements for SSCs are formulated to ensure a robust DiD Level-1 Graded approach based on safety functions
  • 16. Safety Classification • Safety Class 1 The SSCs required to perform the safety functions necessary to prevent the release of a substantial fraction of core fission product inventory to the containment/environment are classified as safety class 1. • Safety Class 2 The SSCs that perform the safety function necessary to mitigate the consequences of an accident which would otherwise lead to release of substantial fraction of the core fission product inventory or activation product inventory into the environment are classified as safety class 2.
  • 17. Safety Classification • Safety Class 3 SSCs required to perform a support role to safety functions in safety classes 1 and 2 are classified as safety class 3. • Safety Class 4 The SSCs which incorporate safety functions that do not fall within safety classes 1, 2 or 3. Ref. AERB/NPP-PHWR/SG/D-1
  • 18. Seismic Categorisation • Seismic category-1 Seismic category-1 shall include all SSCs: (i) whose failure could directly or indirectly cause accident conditions, or (ii) which are required for shutting down the reactor, monitoring critical parameters, maintaining it in a safe shutdown condition and removing decay heat on a long term basis, or (iii) which are required to prevent radioactive release or to maintain release below limits established by AERB for accident conditions (e.g., containment system). All seismic category-1 structures, systems and components should be designed or qualified for both S1 (OBE) and S2 (SSE) (ref. AERB safety guide AERB/SG/D-23 on ‘Seismic Qualification’).
  • 19. Seismic Categorisation • Seismic Category-2 Seismic category-2 shall include all SSCs which are required to: (i) prevent the escape of radioactivity beyond the limits prescribed for normal operation and not covered in category-1; or (ii) mitigate those accident conditions which last for such long periods that there is a reasonable likelihood of an earthquake of the defined severity occurring during this period and not covered in category-1. All seismic category-2 structures, systems, and components shall have demonstrated capability to withstand the effects of S1 (OBE).
  • 20. Seismic Categorisation • Seismic Category-3 Seismic category-3 includes SSCs which are not important to safety and those not covered in category-1 or 2. Items under this category may follow national practice; for example, the civil structures under this category can be designed and built as per IS-1893.
  • 21. Codes for Mechanical Structures, Systems And Components SL. NO. DESCRIPTION CODE 1 Safety Class-1 ASME Section III NB 2 Safety Class-2 ASME Section III NC 3 Safety Class-3 ASME Section III ND 4 Safety Class 1,2,3 (Equipment, valves, piping) supports ASME Section III NF 5 Safety Class-4 (Pressure vessels) ASME Section VIII, DIV.-1 6 Safety Class-4 (piping) B 31.1
  • 25. Leak Before Break Assessment Assessment of Material Assessment of Crack Growth Assessment of Structure integrity Level-III Level-II Level-I Fatigue Crack Growth Rate Fracture Test Elbow ratcheting test
  • 27. POSTULATED INITIATING EVENT (PIE) NPP NPP RESPONSE TO PIE SAFETY FUNCTION NO IMPACT ON PUBLIC DOMAIN 1. STRUCTURAL INTEGRITY 2. GOOD OPERATION 3. SAFETY CULTURE 1. REACTIVITY CONTROL 2. CORE COOLING 3. CONFINEMENT SAFETY ANALYSIS
  • 28. Summary • Nuclear safety is of paramount importance at all stages viz. design, manufacturing, construction, commissioning and operation of NPPs. • Structural integrity Assessment and assurance for equipment & components of NPPs strengthens the Level-1 of Defence-in-Depth. • While formulating the requirements, a graded approach is used based on the safety functions.
  • 29. Summary • Understanding the requirements and creating expertise for performing structural integrity assessment is vital. • Considering the growth of Nuclear Power in the country, sustaining and further excellence in the domain is the need of the hour. • Synergy between designers, consultants, academics and vendors/contractors will help in this endeavour.
  • 31. ProSIM R And D Pvt Ltd Website : www.pro-sim.com Contact us: enquiry@pro-sim.com INDIAN STRUCTURAL INTEGREITY SOCIETY (InSIS) Website: www.instint.in Contact us: insisblr@gmail.com