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{{#Wiki_filter:Overview of Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jeff Poehler, Sr. Materials Engineer Reactor Engineering Branch Office of Nuclear Regulatory Research 1
{{#Wiki_filter:Overview of Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jeff Poehler, Sr. Materials Engineer Reactor Engineering Branch Office of Nuclear Regulatory Research 1
* ASME Section III Division 5 Scope ASME Section III- Division 5 rules govern the construction of vessels, Rules for    piping, pumps, valves, supports, core support structures and nonmetallic core components for Construction of      use in high temperature reactor systems and their Nuclear Facility    supporting systems Components -        o Construction, as used here, is an all-inclusive Division 5, High        term that includes material, design, fabrication, installation, examination, testing, overpressure Temperature          protection, inspection, stamping, and Reactors        certification
 
                  - High temperature reactors include
ASME Section III, Rules for Construction of Nuclear Facility Components -
Division 5, High Temperature Reactors ASME Section III Division 5 Scope
- Division 5 rules govern the construction of vessels, piping, pumps, valves, supports, core support structures and nonmetallic core components for use in high temperature reactor systems and their supporting systems o Construction, as used here, is an all-inclusive term that includes material, design, fabrication, installation, examination, testing, overpressure protection, inspection, stamping, and certification
- High temperature reactors include
* Gas-cooled reactors (HTGR, VHTR, GFR)
* Gas-cooled reactors (HTGR, VHTR, GFR)
* Liquid metal reactors (SFR, LFR)
* Liquid metal reactors (SFR, LFR)
* Molten salt reactors, liquid fuel (MSR) or solid fuel (FHR) 2
* Molten salt reactors, liquid fuel (MSR) or solid fuel (FHR) 2


Examples of Different Advanced Reactor Designs Being Developed By Industry Fast Reactors                         Gas Reactors                      Molten Salt Reactors GE Hitachi        TerraPower, TWR            X-Energy, PRISM                                        Xe-100 Framatome SC-HTGR         Elysium, MCSFR                Terrestrial Energy IMSR Advanced Reactor Concepts, ARC-100                                                                                    ThorCon General Atomic EM2 Ultra Safe Nuclear MMR              Flibe Energy (Gas-cooled Fast Westinghouse, LFR                                          LFTR (thorium)              TerraPower Reactor)
Examples of Different Advanced Reactor Designs Being Developed By Industry Terrestrial Energy IMSR Fast Reactors Molten Salt Reactors Elysium, MCSFR TerraPower MCFR Gas Reactors Flibe Energy LFTR (thorium)
MCFR TerraPower & GEH Oklo, Aurora         Heat Pipe Reactor Natrium Westinghouse eVinci Kairos Power KP-FHR           Moltex Energy, SSR 3
X-Energy, Xe-100 Framatome SC-HTGR General Atomic EM2 (Gas-cooled Fast Reactor)
Ultra Safe Nuclear MMR Westinghouse eVinci Heat Pipe Reactor GE Hitachi PRISM TerraPower, TWR Advanced Reactor Concepts, ARC-100 Westinghouse, LFR Oklo, Aurora TerraPower & GEH Natrium Kairos Power KP-FHR ThorCon Moltex Energy, SSR 3


Division 5 - A Component Code
Division 5 - A Component Code
* Division 5 is organized by Code Classes:
* Division 5 is organized by Code Classes:
  - Class A, Class B, Class SM for metallic components -
- Class A, Class B, Class SM for metallic components -
* Class A is analogous to Class 1 in Section III, Division 1
* Class A is analogous to Class 1 in Section III, Division 1
* Class B is analogous to Class 2 in Section III, Division 1
* Class B is analogous to Class 2 in Section III, Division 1
* Class SM is for metallic core supports
* Class SM is for metallic core supports
  - Class SN for non-metallic components - e.g. graphite core supports
- Class SN for non-metallic components - e.g. graphite core supports
* Division 5 recognizes the different levels of importance associated with the function of each component as related to the safe operation of the advanced reactor plant
* Division 5 recognizes the different levels of importance associated with the function of each component as related to the safe operation of the advanced reactor plant
* The Code Classes allow a choice of rules that provide a reasonable assurance of structural integrity and quality commensurate with the relative importance assigned to the individual components of the advanced reactor plant 4
* The Code Classes allow a choice of rules that provide a reasonable assurance of structural integrity and quality commensurate with the relative importance assigned to the individual components of the advanced reactor plant 4


Section III, Division 5 Rules for Metallic Components do not address
Section III, Division 5 Rules for Metallic Components do not address
* Deterioration in service due to
* Deterioration in service due to  
  - Corrosion
- Corrosion
  - Mass transfer phenomena
- Mass transfer phenomena
  - Radiation effects
- Radiation effects
  - Other material instabilities
- Other material instabilities
* Continued functional performance of deformation-sensitive structures such as valves and pumps 5
* Continued functional performance of deformation-sensitive structures such as valves and pumps 5


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6


Section III Division 5 Organization Class             Subsection     Subpart Subsection ID                     Title           Scope General Requirements Class A, B, & SM                               A         HAA     Metallic Materials               Metallic HA Class SN                                       B         HAB     Graphite and Composite Materials Nonmetallic Class A Metallic Pressure Boundary Components Class A                                       A        HBA     Low Temperature Service         Metallic HB Class A                                       B         HBB     Elevated Temperature Service     Metallic Class B Metallic Pressure Boundary Components Class B                                       A         HCA     Low Temperature Service         Metallic HC Class B                                       B         HCB     Elevated Temperature Service     Metallic Class A and Class B Metallic Supports Class A & B                     HF           A         HFA     Low Temperature Service         Metallic Class SM Metallic Core Support Structures Class SM                                      A         HGA     Low Temperature Service         Metallic HG Class SM                                       B         HGB     Elevated Temperature Service     Metallic Class SN Nonmetallic Core Components Class SN                                      A         HHA     Graphite Materials               Graphite HH Class SN                                       B         HHB     Composite Materials             Composite 7
Class Subsection Subpart Subsection ID Title Scope Class A, B, & SM A
HAA Metallic Materials Metallic Class SN B
HAB Graphite and Composite Materials Nonmetallic Class A A
HBA Low Temperature Service Metallic Class A B
HBB Elevated Temperature Service Metallic Class B A
HCA Low Temperature Service Metallic Class B B
HCB Elevated Temperature Service Metallic Class A & B HF A
HFA Low Temperature Service Metallic Class SM A
HGA Low Temperature Service Metallic Class SM B
HGB Elevated Temperature Service Metallic Class SN A
HHA Graphite Materials Graphite Class SN B
HHB Composite Materials Composite HH Class B Metallic Pressure Boundary Components General Requirements Class A Metallic Pressure Boundary Components Class A and Class B Metallic Supports Class SN Nonmetallic Core Components Class SM Metallic Core Support Structures HA HB HC HG Section III Division 5 Organization 7


Metal                                                          Maximum Use Temperature                                                       Temperature Creep Affects Cyclic Life Negligible Creep (Creep-fatigue Interaction)
Temperature Boundaries for Class A Components Maximum Use Temperature Metal Temperature Design Lifetime No Creep Effects Creep Does Not Affect Cyclic Life (Negligible Creep Regime)
Division 5 Temperature Temperature                  Creep Does Not Affect Cyclic Life Boundaries (Negligible Creep Regime)
Creep Affects Cyclic Life (Creep-fatigue Interaction)
Code Temperature for Class A  Division 1 No Creep Effects                                            Boundary (700F ferritic; 800F Components austenitic)
Division 5 Division 1 Negligible Creep Temperature Code Temperature Boundary (700F ferritic; 800F austenitic) 8
Design Lifetime 8


HBB Materials and Design Data
HBB Materials and Design Data Limited set of materials:
* Limited set of materials:
- Type 304 Stainless Steel*
Minimum carbon content of 0.04
- Type 316 Stainless Steel*
  - Type 304 Stainless Steel*
- Alloy 800H
weight % required for better high
- 2.25Cr-1Mo
  - Type 316 Stainless Steel*                       temperature properties - Type 304H
- 9Cr-1Mo-V (Grade 91)
  - Alloy 800H                                     and Type 316H - this designation is not used in Section III-5.
- Alloy 617 (Code Cases N-872 and N-898)
  - 2.25Cr-1Mo
Design parameters are mostly self contained in Division 5, except the following contained in Section II:
  - 9Cr-1Mo-V (Grade 91)
- Elastic constants
  - Alloy 617 (Code Cases N-872 and N-898)
- Thermal properties
* Design parameters are mostly self contained in Division 5, except the following contained in Section II:
- Part of yield strength () table
  - Elastic constants
- Part of ultimate tensile strength () table Minimum carbon content of 0.04 weight % required for better high temperature properties - Type 304H and Type 316H - this designation is not used in Section III-5.
  - Thermal properties
9
  - Part of yield strength ( ) table
  - Part of ultimate tensile strength ( ) table 9


Failure Modes Addressed by Section III-5 Failure Mode             Type                     Prevented By           Location Analysis Method(s)
Failure Modes Addressed by Section III-5 Failure Mode Type Prevented By Location Analysis Method(s)
Plastic collapse         Load controlled           Primary load design   HBB-3000 Elastic Creep-rupture           Load controlled           Primary load design   HBB-3000 Elastic Creep-fatigue           Deformation controlled   Creep-fatigue rules   HBB-T   Elastic, Inelastic, EPP Gross distortion due to Deformation controlled   Strain limits         HBB-T   Elastic, Inelastic, EPP incremental collapse and ratcheting Buckling due to short-   Load controlled or strain Buckling limits (time- HBB-T   Elastic, Inelastic term loadings            controlled, or both      independent)
Plastic collapse Load controlled Primary load design HBB-3000 Elastic Creep-rupture Load controlled Primary load design HBB-3000 Elastic Creep-fatigue Deformation controlled Creep-fatigue rules HBB-T Elastic, Inelastic, EPP Gross distortion due to incremental collapse and ratcheting Deformation controlled Strain limits HBB-T Elastic, Inelastic, EPP Buckling due to short-term loadings Load controlled or strain controlled, or both Buckling limits (time-independent)
Creep buckling due to   Load controlled or strain Buckling limits (time- HBB-T   Elastic, Inelastic long term loadings      controlled, or both      dependent) 10
HBB-T Elastic, Inelastic Creep buckling due to long term loadings Load controlled or strain controlled, or both Buckling limits (time-dependent)
HBB-T Elastic, Inelastic 10


HBB Primary Load Design
HBB Primary Load Design
* Based on elastic analysis.
* Based on elastic analysis.
Design Load
* Load-controlled
* Load-controlled
* Uses stress classification and                   Single temperature,        Time-history of loading pressure, and set of linearization.                                   forces Time-dependent Uses the allowable
* Uses stress classification and linearization.
* Design and service level load                     Time-independent            stress Uses allowable stress checks.
* Design and service level load checks.
Unique to Division 5
* Accounts for thermal aging effects with factors on yield and ultimate strength
* Accounts for thermal aging Service Load Very similar to Section I and VIII effects with factors on yield and ultimate strength
* Welds: Strength reduction factor applied Single temperature, pressure, and set of forces Time-independent Uses allowable stress
* Welds: Strength reduction factor applied 11
 
Very similar to Section I and VIII Time-history of loading Time-dependent Uses the allowable stress Unique to Division 5 Design Load Service Load 11


HBB - Allowable Stresses
HBB - Allowable Stresses
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* S0 - Allowable stress for design loadings
* S0 - Allowable stress for design loadings
* Service Level Loading Allowable stresses
* Service Level Loading Allowable stresses
  - Sm - Time independent
- Sm - Time independent
  - St - Time dependent
- St - Time dependent
  - Smt - Allowable limit for general primary membrane stress for Service Level A and B
- Smt - Allowable limit for general primary membrane stress for Service Level A and B
  - Sr - Expected minimum stress-to-rupture. Used for Level D limits and in deformation-controlled analyses (HBB-T) 12
- Sr - Expected minimum stress-to-rupture. Used for Level D limits and in deformation-controlled analyses (HBB-T) 12


HBB - Basis for Allowable Stresses
HBB - Basis for Allowable Stresses
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* Sm - From Section II-D, Table 2A, Sm values at lower temperatures, extended to higher temperatures using same criteria
* Sm - From Section II-D, Table 2A, Sm values at lower temperatures, extended to higher temperatures using same criteria
* Smt is the lower of Sm (time-independent) and St (time-dependent) 13
* Smt is the lower of Sm (time-independent) and St (time-dependent) 13
HBB - Basis for St (HBB-3221)
* The lowest of:
* The lowest of:
(a) 100% of the average stress required to obtain a total (elastic, plastic, primary, and secondary creep) strain of 1%;
(a) 100% of the average stress required to obtain a total (elastic, plastic, primary, and secondary creep) strain of 1%;
HBB - Basis (b) 80% of the minimum stress to cause for St (HBB-      initiation of tertiary creep; and 3221)      (c) 67% of the minimum stress to cause rupture (Sr).
(b) 80% of the minimum stress to cause initiation of tertiary creep; and (c) 67% of the minimum stress to cause rupture (Sr).
* Determination of St is inherently conservative because of the 80% and 67%
* Determination of St is inherently conservative because of the 80% and 67%
factors applied to tertiary creep initiation and stress-to-rupture.
factors applied to tertiary creep initiation and stress-to-rupture.
14
14
Other Stresses/Material Properties
* Sy - yield stress as function of temperature
* Sy - yield stress as function of temperature
* Su - ultimate strength Other
* Su - ultimate strength
* R - Weld strength reduction factors Stresses/Material
* R - Weld strength reduction factors
* Tensile and yield strength reduction Properties  factors for longtime services (Table HBB-3225-2)
* Tensile and yield strength reduction factors for longtime services (Table HBB-3225-2)
* Isochronous stress-strain curves (ISSCs) 15
* Isochronous stress-strain curves (ISSCs) 15


Deformation Controlled Quantities (HBB-T)
Deformation Controlled Quantities (HBB-T) 16
Characteristics                        Evaluation Methods
* A subset of the design limits:              Elastic
* All Class A materials
* All Class A materials
* Rules found in Nonmandatory Appendix
* Rules found in Nonmandatory Appendix HBB-T
    - Strain accumulation                    analysis      HBB-T
* Bounding analysis Elastic analysis
* Bounding analysis
        - 1% average strain
        - 2% linearized bending
        - 5% maximum strain                  Inelastic
* All Class A materials
* All Class A materials
* Rules found in NMA HBB-T
* Rules found in NMA HBB-T
    - Creep-fatigue                          analysis
* But no material models in Code (currently)
* But no material models in Code (currently)
* Exact analysis
* Exact analysis Inelastic analysis
    - Buckling
* Subset of materials (304 and 316 SS, A617, soon to be Grade 91)
* Typically are driven by secondary (self limiting) stresses                          Elastic
* Subset of materials (304 and 316 SS, A617, perfectly-    soon to be Grade 91) plastic
* Rules in N-861 and N-862
* Rules in N-861 and N-862
* Bounding analysis analysis (EPP) 16
* Bounding analysis Elastic perfectly-plastic analysis (EPP)
Characteristics A subset of the design limits:
- Strain accumulation
- 1% average strain
- 2% linearized bending
- 5% maximum strain
- Creep-fatigue
- Buckling Typically are driven by secondary (self limiting) stresses Evaluation Methods


Creep-fatigue (HBB-T-1411)
Creep-fatigue (HBB-T-1411)
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: 1. Compute creep damage based on life fraction:
: 1. Compute creep damage based on life fraction:
: 2. Compute fatigue damage based on a cyclic life fraction:
: 2. Compute fatigue damage based on a cyclic life fraction:
Creep damage
: 3. Consult interaction diagram for pass/fail
: 3. Consult interaction diagram for pass/fail
* Welds: same interaction diagram, factors on damage Fatigue damage 17
* Welds: same interaction diagram, factors on damage 17 Creep damage Fatigue damage


Creep Damage (HBB-T-1433)
Creep Damage (HBB-T-1433)
Stress relaxation profile stress
* Construct a stress relaxation curve for each hold in each cycle type
* Construct a stress relaxation curve for each hold in each cycle type time
* Determine creep damage with a time fraction rule for each time interval  
* Determine creep damage with a time fraction rule for each time interval         Minimum stress-to-rupture for Alloy 617
=1
    =1
* Sum creep damage for all time intervals needed to represent the specified elevated temperature service life = =1
* Sum creep damage for all time intervals needed to represent the specified elevated temperature service life = =1(/
 
      )
(
)
/
* Database: creep rupture tests
* Database: creep rupture tests
* Welds: use stress rupture factor to reduce the creep rupture strength of the base metal 18
* Welds: use stress rupture factor to reduce the creep rupture strength of the base metal time stress Stress relaxation profile Minimum stress-to-rupture for Alloy 617 18


Buckling and Instability (HBB-T-1500)
Buckling and Instability (HBB-T-1500)
* Limits for both time-independent (creep not significant) and time-dependent (creep-significant) buckling are provided.
Limits for both time-independent (creep not significant) and time-dependent (creep-significant) buckling are provided.
* Load factors for both load-controlled and strain-controlled bucking provided.
Load factors for both load-controlled and strain-controlled bucking provided.
* Figures provide temperature/time combinations below which the time-independent buckling limits may be used.
Figures provide temperature/time combinations below which the time-independent buckling limits may be used.
* For conditions where stain-controlled and load-controlled buckling may interact, or significant elastic follow-up may occur, the load factors for load-controlled buckling are also to be used for strain-controlled bucking.
For conditions where stain-controlled and load-controlled buckling may interact, or significant elastic follow-up may occur, the load factors for load-controlled buckling are also to be used for strain-controlled bucking.
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19


Elastic, Perfectly Plastic (EPP) Analysis
Elastic, Perfectly Plastic (EPP) Analysis Use different allowable stresses as pseudo yield stress in EPP finite element analysis to determine different bounding characteristics for different failure modes Intended as simplified screening tools in place of elastic analysis methods No stress classification Any geometry or loading Accounts for redundant load paths Simpler to implement
* Use different allowable stresses as pseudo yield stress in EPP finite element analysis to determine different bounding characteristics for different failure modes
- Based on finite element results at integration points, no linearization Current status EPP Design Check EPP Code Case Materials Currently Covered Primary Load Under development All Class A materials Strain Limits N-861 304H, 316H, Grade 91, Alloy 617 Creep-fatigue N-862 304H, 316H, Grade 91, Alloy 617 Grade 91, Alloy 617 covered by revision of code cases. Not reviewed by NRC 20
* Intended as simplified screening tools in place of elastic analysis methods
* No stress classification
* Any geometry or loading
* Accounts for redundant load paths
* Simpler to implement
      - Based on finite element results at integration points, no linearization
* Current status EPP Design Check         EPP Code Case               Materials Currently Covered Grade 91, Alloy          Primary Load             Under development           All Class A materials 617 covered by Strain Limits             N-861                       304H, 316H, Grade 91, Alloy 617 revision of code cases. Not reviewed by NRC          Creep-fatigue             N-862                       304H, 316H, Grade 91, Alloy 617 20


Inelastic Analysis Methods Currently the Code does not     Historical experience on the provide reference inelastic     Clinch River Breeder Reactor Current status models for any of the Class A   Project shows that inelastic materials                        analysis is:
Inelastic Analysis Methods Currently the Code does not provide reference inelastic models for any of the Class A materials
* Specification of the
* Specification of the material model left to owners Design Specification or designers
* The least over-conservative
* Limits application of the inelastic rules Historical experience on the Clinch River Breeder Reactor Project shows that inelastic analysis is:
* Unified viscoplastic material model left to          of the Division 5 options     constitutive models for owners Design
* The least over-conservative of the Division 5 options
* Necessary in critical         316H stainless steel and Specification or designers      locations where design by     Grade 91 steel have been
* Necessary in critical locations where design by elastic analysis is too conservative to produce a reasonable design Current status
* Limits application of the        elastic analysis is too       developed inelastic rules                  conservative to produce a
* Unified viscoplastic constitutive models for 316H stainless steel and Grade 91 steel have been developed
* Action to add Grade 91 reasonable design            model just balloted.
* Action to add Grade 91 model just balloted.
21
21


Class B Rules HCA - Class B Low Temperature
Class B Rules
* Essentially reference III-1, Class 2 rules HCB - Class B High Temperature
* Essentially reference III-1, Class 2 rules HCA - Class B Low Temperature
* Allows more materials than HBB
* Allows more materials than HBB
* Mandatory Appendix HCB-II contains allowable stress values
* Mandatory Appendix HCB-II contains allowable stress values
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* Non-negligible creep
* Non-negligible creep
* Mandatory Appendix HCB-III defines times and temperatures where creep effects can be neglected.
* Mandatory Appendix HCB-III defines times and temperatures where creep effects can be neglected.
22
HCB - Class B High Temperature 22


Class B Rules Extend rules of Division 1, Class 2 (Subsection NC) to elevated temperature service.
Class B Rules Extend rules of Division 1, Class 2 (Subsection NC) to elevated temperature service.
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23
23


Core Supports HGA- Low Temperature
Core Supports
* mainly references Section III-1 rules.
* mainly references Section III-1 rules.
HGA-Low Temperature
* Same materials and allowable stresses.
HGB - Similar to HBB rules.
HGB - Similar to HBB rules.
* Same materials and allowable stresses.
24
24


Construction Rules For
Construction Rules For Nonmetallic Components (Class SN)
* Section III Division 5 is the only Nonmetallic    design code that provides construction rules for graphite.
* Section III Division 5 is the only design code that provides construction rules for graphite.
Components (Class SN)
* Graphite materials are used in thermal spectrum advanced reactors because of their excellent neutron moderation properties 25
* Graphite materials are used in thermal spectrum advanced reactors because of their excellent neutron moderation properties 25
* There is no single nuclear grade of graphite -
 
therefore, cant design around a specific nuclear Graphite grade as metals can (i.e., 316H)
There is no single nuclear grade of graphite -
* Graphite is heterogeneous by nature, and contains significant pores and cracks.
therefore, cant design around a specific nuclear grade as metals can (i.e., 316H)
* Graphite is not ductile - Brittle or quasi-brittle fracture behavior Irradiation significantly alters the graphite behavior - Behavior is completely different before and after turnaround dose is achieved.
Graphite is heterogeneous by nature, and contains significant pores and cracks.
Graphite is not ductile - Brittle or quasi-brittle fracture behavior Graphite Irradiation significantly alters the graphite behavior - Behavior is completely different before and after turnaround dose is achieved.
26
26
 
* Because all graphite is brittle and contains preexisting flaws,
ASME Code Considerations                                                                        50X
* Core components need to be designed to accept some amount of cracking.
* Because all graphite is brittle and contains preexisting flaws,                                                                                   100X
Probabilistic versus deterministic design approach Deterministic is generally too limiting for a brittle material A distribution of possible strengths in a material is needed for quasibrittle materials (i.e., flaw size for graphite).
* Core components need to be designed to accept                                                             200X some amount of cracking.
Probability of failure in component based upon inherent strength of graphite grade and applied stresses during operation.
500X
50X 100X 200X 500X ASME Code Considerations 27
* Probabilistic versus deterministic design approach
: 1. Simplified Analysis Method
* Deterministic is generally too limiting for a brittle material
* A distribution of possible strengths in a material is needed for quasibrittle materials (i.e., flaw size for graphite).
* Probability of failure in component based upon inherent strength of graphite grade and applied stresses during operation.
27
 
Structural Integrity Assessment Methods
* Simplified Assessment (HHA-3220)
* Simplified Assessment (HHA-3220)
: 1. Simplified Analysis Method
- Simplified conservative method based on ultimate strength derived from Weibull statistics.
                              - Simplified conservative method based on ultimate strength derived from Weibull statistics.
* Full Assessment (HHA-3230)
* Full Assessment (HHA-3230)
                              - Weibull statistics for failure probability
- Weibull statistics for failure probability
                              - Maximum allowable probability of failure defined for three Structural Reliability Classes (SRCs).
- Maximum allowable probability of failure defined for three Structural Reliability Classes (SRCs).
Structural Reliability Class                            Maxi. Prob. of Failure SRC-1                                                    1.00E-04 SRC-2                                                    1.00E-02 SRC-3                                                    1.00E-01
* Design by Test (HHA-3240)
* Design by Test (HHA-3240)
                              - Full-scale testing to demonstrate that failure probabilities meet criteria of full analysis. Graphite code is a process.
- Full-scale testing to demonstrate that failure probabilities meet criteria of full analysis.
28
Structural Integrity Assessment Methods 28 Structural Reliability Class Maxi. Prob. of Failure SRC-1 1.00E-04 SRC-2 1.00E-02 SRC-3 1.00E-01 Graphite code is a process.


Special How toConsiderations apply degradation to POF     in Design of Graphite Core Components
How to apply degradation to POF From Dr. Mark Mitchell - PBMR Inc.
Degradation Irradiation Designer should determine the specific changes for their selected graphite grade
* Oxidation (HHA-3141)
* Oxidation (HHA-3141)
                                                                                        - Loss of strength and geometry changes to be considered
- Loss of strength and geometry changes to be considered
* Irradiation (HHA-3142)
* Irradiation (HHA-3142)
                                                                                        - Property changes to be Irradiation                Degradation                        addressed
- Property changes to be addressed
* Abrasion and Erosion (HHA-3143)
* Abrasion and Erosion (HHA-3143)
                                                                                        - To be considered when there is relative motion or high gas flow rate in gas-cooled designs From Dr. Mark Mitchell - PBMR Inc.
- To be considered when there is relative motion or high gas flow rate in gas-cooled designs Special Considerations in Design of Graphite Core Components
Designer should determine the specific changes for their selected graphite grade


Graphite Degradation (Form MDS-1 Material Data Sheet)
Graphite Degradation (Form MDS-1 Material Data Sheet)
ASME BPVC Data sheets capture:
ASME BPVC Data sheets capture:
* Material properties
* Material properties
                                  - Strength
- Strength
                                  - Elastic modulus
- Elastic modulus
                                  - CTE
- CTE
                                  - Conductivity
- Conductivity
                                  - Thermal conductivity (Diffusivity)
- Thermal conductivity (Diffusivity)
* Irradiation effects
* Irradiation effects
* Temperature dependence
* Temperature dependence
                                  - Temperature affects everything
- Temperature affects everything
* Oxidation effects
* Oxidation effects


Summary Division 5 covers the rules Division 5 was issued as   Though the design rules    for the design, fabrication, part of the 2011 Addenda     development for metallic    inspection and testing of to the 2010 Edition of the components traced all the       components for high BPV Code              way to the 1960s           temperature nuclear reactors ASME Code committees are The rules for nonmetallic actively pursuing code rules Construction rules for both components are unique         improvement and metallic and nonmetallic among all design codes         developing new components are provided world-wide           technologies to support Advanced Nuclear 31
Summary 31 Division 5 was issued as part of the 2011 Addenda to the 2010 Edition of the BPV Code Though the design rules development for metallic components traced all the way to the 1960s Division 5 covers the rules for the design, fabrication, inspection and testing of components for high temperature nuclear reactors Construction rules for both metallic and nonmetallic components are provided The rules for nonmetallic components are unique among all design codes world-wide ASME Code committees are actively pursuing code rules improvement and developing new technologies to support Advanced Nuclear


NRC Review and Potential Endorsement of ASME BPVC, Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jordan Hoellman,                    Jeff Poehler, Project Manager                      Sr. Materials Engineer Advanced Reactor Policy Branch      Reactor Engineering Branch Office of Nuclear Reactor Regulation Office of Nuclear Regulatory Research
NRC Review and Potential Endorsement of ASME BPVC, Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jeff Poehler, Sr. Materials Engineer Reactor Engineering Branch Office of Nuclear Regulatory Research Jordan Hoellman, Project Manager Advanced Reactor Policy Branch Office of Nuclear Reactor Regulation


Purpose Provide an overview of the process for NRCs review and Discuss likely exceptions and potential endorsement of limitations to NRCs 2017 ASME BPVC Section III, endorsement.
Purpose 33 Provide an overview of the process for NRCs review and potential endorsement of 2017 ASME BPVC Section III, Division 5, High Temperature Materials (Section III-5)
Division 5, High Temperature Materials (Section III-5) 33
Discuss likely exceptions and limitations to NRCs endorsement.


NRC Guidance Documents for Section III-5 Endorsement NUREG-2245 Technical Review of the 2017 Edition     Regulatory Guide (RG) - Acceptability of ASME of ASME Section III, Division 5,       Section III, Division 5, High Temperature Reactors High Temperature Reactors                                   (DG-1380)
NRC Guidance Documents for Section III-5 Endorsement 34 NUREG-2245 Technical Review of the 2017 Edition of ASME Section III, Division 5, High Temperature Reactors
* Document the staffs technical evaluation of the
* Document the staffs technical evaluation of the 2017 Edition of Section III, Division 5 and Code Cases N-861 and N-862 for acceptability and endorsement. Provide technical basis for DG-1380.
* Describes an approach that is acceptable to the 2017 Edition of Section III, Division 5 and Code  NRC staff to assure the mechanical/structural Cases N-861 and N-862 for acceptability            integrity of components for use in in elevated and endorsement. Provide technical basis for DG-  temperature environments, which are subject to 1380.                                              time-dependent material properties and failure modes.
Regulatory Guide (RG) - Acceptability of ASME Section III, Division 5, High Temperature Reactors (DG-1380)
* Describes an approach that is acceptable to the NRC staff to assure the mechanical/structural integrity of components for use in in elevated temperature environments, which are subject to time-dependent material properties and failure modes.
* Contains exceptions and limitations to the staffs endorsement.
* Contains exceptions and limitations to the staffs endorsement.
* The regulatory guide will update the guidance of RG 1.87.
* The regulatory guide will update the guidance of RG 1.87.
* Appendix A of DG-1380 contains staff guidance on quality group classification for high-temperature reactors.
* Appendix A of DG-1380 contains staff guidance on quality group classification for high-temperature reactors.
34


Scope of Staff Review 1                          2                    3 Section III-5, 2017           Code Cases N-861 Alloy 617 Code Cases Edition                        and N-862
Scope of Staff Review Section III-5, 2017 Edition
* Separate technical basis
* Did not review Nonmandatory Appendix HBB-Y, so not endorsing.
* Did not review                                  document being Nonmandatory Appendix                          developed HBB-Y, so not endorsing.
1 Code Cases N-861 and N-862 2
* Will merge results into final DG-1380 35
Alloy 617 Code Cases
* Separate technical basis document being developed
* Will merge results into final DG-1380 3
35


Contractor Expert Recommendations
Contractor Expert Recommendations
Line 278: Line 283:
36
36


Relied on previous reviews when possible.
Review Process -
                  - Code Cases 1592-1596.
General 37 Relied on previous reviews when possible.
                  - Section III, Division 1.
- Code Cases 1592-1596.
The NRC staffs review was augmented by Review  input from several national laboratories Process - and commercial contractors.
- Section III, Division 1.
General See NRCs Advanced Reactor Public Website:
The NRC staffs review was augmented by input from several national laboratories and commercial contractors.
https://www.nrc.gov/reactors/new-reactors/advanced.html#endorev 37
See NRCs Advanced Reactor Public Website:
https://www.nrc.gov/reactors/new-reactors/advanced.html#endorev


Contractor Reports Contractor Topics                                                               ML #
38 Contractor Topics ML #
PNNL       Design, Fabrication, Examination, Testing (HBB/HCB/HGB-3000, 4000,   ML20269A145 5000, 6000)
PNNL Design, Fabrication, Examination, Testing (HBB/HCB/HGB-3000, 4000, 5000, 6000)
Mechanical design appendixes for metallic core supports (HGB-I, HGB-II, HGB-III, HGB-IV)
Mechanical design appendixes for metallic core supports (HGB-I, HGB-II, HGB-III, HGB-IV)
ORNL       Materials (HBB/HCB/HGB-2000)                                         ML20269A125 Tables and Figures (Mandatory Appendix HBB-I-14)
ML20269A145 ORNL Materials (HBB/HCB/HGB-2000)
Tables and Figures (Mandatory Appendix HBB-I-14)
Guidelines for Restricted Material Specifications (Non-Mandatory Appendix HBB-U)
Guidelines for Restricted Material Specifications (Non-Mandatory Appendix HBB-U)
NUMARK     Mechanical Design Appendixes for Class A and Class B components     ML20349A003
ML20269A125 NUMARK
/EMC2      (HBB-II, HBB-T, HCB-I, HCB-II, HCB-III)
/EMC2 Mechanical Design Appendixes for Class A and Class B components (HBB-II, HBB-T, HCB-I, HCB-II, HCB-III)
Technical Requirements - Graphite Materials and Design               ML20358A145 Code Cases N-861 and N-862 (all aspects)                             ML20349A002 ANL       Historical Context and Perspective on Materials Properties           ML21090A033 38
ML20349A003 Technical Requirements - Graphite Materials and Design ML20358A145 Code Cases N-861 and N-862 (all aspects)
ML20349A002 ANL Historical Context and Perspective on Materials Properties ML21090A033 Contractor Reports


Review Process - General Requirements Staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2017 Edition of ASME Code III-NCA to ensure consistency with what the NRC has endorsed in 10 CFR 50.55a.
Review Process - General Requirements Staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2017 Edition of ASME Code III-NCA to ensure consistency with what the NRC has endorsed in 10 CFR 50.55a.
Similarly, the staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2019 Edition of ASME Code III-5-HAA and -HAB to ensure consistency with those items that were corrected in the 2019 Edition.
Exceptions or limitations proposed where there are differences.
Exceptions or limitations proposed where there are differences.
39
39 Similarly, the staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2019 Edition of ASME Code III-5-HAA and -HAB to ensure consistency with those items that were corrected in the 2019 Edition.


Limitation: Staff does not endorse use of a Certifying Engineer who is not also a Registered Professional Engineer.
General Requirements
- Examples of Exceptions/Limitations Limitation: Staff does not endorse use of a Certifying Engineer who is not also a Registered Professional Engineer.
Basis: Consistency with a similar condition in 10 CFR 50.55a on 2017 Edition of Section III-NCA.
Basis: Consistency with a similar condition in 10 CFR 50.55a on 2017 Edition of Section III-NCA.
General Requirements  Limitation: When using HAB-3126(b), HAB-3127(b),
Limitation: When using HAB-3126(b), HAB-3127(b),
        - Examples of  and HAB-3855.3(c)(2) and (d)(2): The procurement Exceptions/Limitations documents should specify that the service will be provided in accordance with the accredited ISO/IEC 17025 program and scope of accreditation.
and HAB-3855.3(c)(2) and (d)(2): The procurement documents should specify that the service will be provided in accordance with the accredited ISO/IEC 17025 program and scope of accreditation.
Basis: This is one of several limitations included for consistency with the updated ILAC accreditation process that is called out in NCA-3126 and also in the 2019 edition of Section III-5.
Basis: This is one of several limitations included for consistency with the updated ILAC accreditation process that is called out in NCA-3126 and also in the 2019 edition of Section III-5.
40
40
Line 308: Line 316:
Mechanical Design - Exceptions and Limitations
Mechanical Design - Exceptions and Limitations
* The staff identified exceptions and limitations related to mechanical design (HBB-3000, HBB-T) for several reasons:
* The staff identified exceptions and limitations related to mechanical design (HBB-3000, HBB-T) for several reasons:
  - Consistency with Section III-1 conditions in 10 CFR 50.55a
- Consistency with Section III-1 conditions in 10 CFR 50.55a
* Socket weld design condition.
* Socket weld design condition.
  - Consistency with RG 1.87 conditions on Code Case 1592 -
- Consistency with RG 1.87 conditions on Code Case 1592 -
* Use of strain-controlled buckling factors.
* Use of strain-controlled buckling factors.
  - Lack of guidance in Section III-5
- Lack of guidance in Section III-5
* Inelastic analysis for meeting HBB-T deformation limits .
* Inelastic analysis for meeting HBB-T deformation limits.
* Stress relaxation cracking.
* Stress relaxation cracking.
41
41


Limitation:
Mechanical Design -
When using HBB-T-1710 applicants and Mechanical      licensees should develop their own plans to Design -    address the potential for stress-relaxation Exceptions and    cracking in their designs.
Exceptions and Limitations -
Limitations -
Stress Relaxation Cracking Limitation:
Stress Relaxation Basis:
When using HBB-T-1710 applicants and licensees should develop their own plans to address the potential for stress-relaxation cracking in their designs.
Cracking    Stress relaxation cracking is a mechanism causing enhanced creep crack growth in certain materials caused by relaxation of weld residual stresses in components in high-temperature service. Section III-5 does not contain any provisions addressing stress-relaxation cracking.
Basis:
Stress relaxation cracking is a mechanism causing enhanced creep crack growth in certain materials caused by relaxation of weld residual stresses in components in high-temperature service. Section III-5 does not contain any provisions addressing stress-relaxation cracking.
42
42


Review Process -   Class A Metallic materials (HBB-I-14)
Review Process -
Metallic and
Metallic and Graphitic Materials
* Did not primarily rely on previous reviews.
* Did not primarily rely on previous reviews.
* Independent analysis of materials properties and allowable stresses by NRC contractor.
* Independent analysis of materials properties and allowable stresses by NRC contractor.
Graphitic Materials
* Additional input by subject matter experts familiar with the development of Section III-5.
* Additional input by subject matter experts familiar with the development of Section III-5.
Graphite (HHA)
Class A Metallic materials (HBB-I-14)
* Did not rely on previous reviews.
* Did not rely on previous reviews.
* Graphite provisions were not in 159X Code Cases - New to Section III-5.
* Graphite provisions were not in 159X Code Cases - New to Section III-5.
* Technical review of Section III-5 by subject matter experts.
* Technical review of Section III-5 by subject matter experts.
43
Graphite (HHA) 43


Metallic Materials In some cases, contractor independent analysis determined properties and allowable stresses with lower values than the code, suggesting code values are nonconservative.
44 Metallic Materials In some cases, contractor independent analysis determined properties and allowable stresses with lower values than the code, suggesting code values are nonconservative.
Lower values were typically only at higher temperatures and longer times for time-dependent properties.
Lower values were typically only at higher temperatures and longer times for time-dependent properties.
NRC staff considered these findings in a holistic manner, including how these properties are used, inherent conservatism of the Division 5 design rules, and historical context.
NRC staff considered these findings in a holistic manner, including how these properties are used, inherent conservatism of the Division 5 design rules, and historical context.
Input from ANL provided historical context and perspective on materials properties.
Input from ANL provided historical context and perspective on materials properties.
44


Metallic Materials - Exceptions and Limitations
Metallic Materials - Exceptions and Limitations
* For time-dependent allowable stresses, staff placed limitations on endorsement for several materials.
* For time-dependent allowable stresses, staff placed limitations on endorsement for several materials.
* Limitations in form of maximum temperature limit for several materials.
* Limitations in form of maximum temperature limit for several materials.
Material                   Properties                   Temperature Limit Type 304                   Smt , St , Sr               1300 °F, 700 °C Type 316                   Sr                           1300 °F, 700 °C 2-1/4 Cr-1 Mo             Smt , St , Sr               950 °F, 510 °C
45 Material Properties Temperature Limit Type 304 Smt, St, Sr 1300 °F, 700 °C Type 316 Sr 1300 °F, 700 °C 2-1/4 Cr-1 Mo Smt, St, Sr 950 °F, 510 °C
* For 9Cr-1Mo-V, 2019 Section III-5 properties are endorsed in lieu of 2017 Section III-5 properties.
* For 9Cr-1Mo-V, 2019 Section III-5 properties are endorsed in lieu of 2017 Section III-5 properties.
45


Example of Basis for Conditions on Allowable Stresses For Type 304, ORNL independent analysis suggested significant non-conservatism of Section III-5 St values for most times and temperatures. At 300,000 hours, non-conservatism was suggested at temperatures 850 °F or 450 °C. This is based on independent analysis values more than 10% lower than Section III-5 values.
Example of Basis for Conditions on Allowable Stresses For Type 304, ORNL independent analysis suggested significant non-conservatism of Section III-5 St values for most times and temperatures. At 300,000 hours, non-conservatism was suggested at temperatures 850 °F or 450 °C. This is based on independent analysis values more than 10% lower than Section III-5 values.
Most of the apparent non-conservatism driven by the tertiary creep criterion for St .
Most of the apparent non-conservatism driven by the tertiary creep criterion for St.
Tertiary creep criterion for St is a known issue in the Code. It was not intended that this criterion should control most time-dependent allowable stresses.
Tertiary creep criterion for St is a known issue in the Code. It was not intended that this criterion should control most time-dependent allowable stresses.
ANL performed an alternate analysis using a different approach for tertiary creep data. This analysis showed significant non-conservatism only at temperatures 1300 °F or 700 °C.
ANL performed an alternate analysis using a different approach for tertiary creep data. This analysis showed significant non-conservatism only at temperatures 1300 °F or 700 °C.
46
46
Graphite Materials and Design
* Numark Associates Inc. provided a technical assessment of Subsection HH, Class A Nonmetallic Core Support Structures, Subpart A, Graphite Materials.
* Numark Associates Inc. provided a technical assessment of Subsection HH, Class A Nonmetallic Core Support Structures, Subpart A, Graphite Materials.
Graphite
* Staff has completed the review of the above report and all applicable sections of ASME Section III, Division 5 and obtained clarifications and feedback from NRC contractors (NUMARK and INL) in order to come up with the conclusions identified in the NUREG.
* Staff has completed the review of the above Materials and  report and all applicable sections of ASME Section III, Division 5 and obtained clarifications Design    and feedback from NRC contractors (NUMARK and INL) in order to come up with the conclusions identified in the NUREG.
* The staff's independent review of the code requirements considered the holistic design of graphite core support structures.
* The staff's independent review of the code requirements considered the holistic design of graphite core support structures.
47
47


Graphite Materials and Design -
Graphite Materials and Design -
Exceptions and Limitations Limitations identified by staff where Division 5 has a numerical parameter limit, but staff not convinced the limit is generically applicable to all designs. Design-specific justification is requested for the parameter value in these case:
Exceptions and Limitations Paragraph Parameter Limit in Section III-5 HHA-3141, Oxidation Weight Loss Limit 30%
Paragraph               Parameter                         Limit in Section III-5 HHA-3141, Oxidation     Weight Loss Limit                   30%
HHA-3142.4, Graphite Cohesive Life Limit Cohesive Life Limit
HHA-3142.4, Graphite   Cohesive Life Limit               +10%
+10%
Cohesive Life Limit HHA-3143, Abrasion and Gas Flow Velocity                 100 m/s (mean)
HHA-3143, Abrasion and Erosion Gas Flow Velocity 100 m/s (mean)
Erosion HHA-4233.5, Repair of   Allowed repair depth               2 mm (0.079 inch)
HHA-4233.5, Repair of Defects and Flaws Allowed repair depth 2 mm (0.079 inch) 48 Limitations identified by staff where Division 5 has a numerical parameter limit, but staff not convinced the limit is generically applicable to all designs. Design-specific justification is requested for the parameter value in these case:
Defects and Flaws 48


Graphite Materials and Design - Other Exceptions and Limitations Limitation: The NRC   Basis: HHA-3330 (g) Staff is not endorsing  The provision related staff is not endorsing allow for access to this provision          to operational the provisions of      performing inservice because                monitoring is the one HHA-3330(g).          inspection. If       requirements for        that the staff finds necessary, inservice inservice inspection    out of scope.
Graphite Materials and Design - Other Exceptions and Limitations Limitation: The NRC staff is not endorsing the provisions of HHA-3330(g).
inspection may be   are outside of the replaced by          scope of Section III-5, operational          HHA.
Basis: HHA-3330 (g) allow for access to performing inservice inspection. If necessary, inservice inspection may be replaced by operational monitoring Staff is not endorsing this provision because requirements for inservice inspection are outside of the scope of Section III-5, HHA.
monitoring 49
The provision related to operational monitoring is the one that the staff finds out of scope.
49


Four Quality Groups and associated standards (from DG-1380, Appendix A)
Four Quality Groups and associated standards (from DG-1380, Appendix A)
Quality Group A       Quality Group B        Quality Group C    Quality Group D
Quality Group A
* Safety-related
* Safety-related SSCs
* Safety-related
* Use ASME Section III, Division 5 Class A for safety related SSCs that have safety significance Quality Group B
* Non-safety-
* Safety-related SSCs
* Non-safety-SSCs                  SSCs                  related SSCs with  related SSCs with
* Use ASME Section III, Division 5 Class B for safety related SSCs with low safety significance Quality Group C
* Use ASME
* Non-safety-related SSCs with safety significance
* Use ASME            safety             no special Section III,          Section III,        significance        treatment Division 5 Class      Division 5 Class
* Use ASME Section VIII, Division 1 or 2 Quality Group D
* Use ASME
* Non-safety-related SSCs with no special treatment
* Owner to A for safety          B for safety          Section VIII,      establish related SSCs          related SSCs          Division 1 or 2    standards for that have            with low safety                            use safety                significance significance
* Owner to establish standards for use  


Summary The NRC staff has completed its initial review of Section III-5 for potential endorsement.
Summary Exceptions and limitations were generally identified when the staff found that additional guidance was needed to augment the provisions of Section III-5, or where material properties and allowable stresses are potentially nonconservative.
DG-1380 contains the staffs regulatory position on The NRCs review is documented in NUREG-2245.
The NRC staff has completed its initial review of Section III-5 for potential endorsement.
Section III-5, including some exceptions and limitations.
The NRCs review is documented in NUREG-2245.
Exceptions and limitations were generally identified when the staff found that additional guidance was needed to augment the provisions of Section III-5, or where material properties and allowable stresses are potentially nonconservative.
DG-1380 contains the staffs regulatory position on Section III-5, including some exceptions and limitations.
51
51



Latest revision as of 07:17, 29 November 2024

ACRS July 20 - Overview of ASME Section III Division 5 and NRC Review and Potential Endorsement.Pdf
ML21200A072
Person / Time
Issue date: 07/20/2021
From: Jeffrey Poehler
NRC/RES/DE
To:
R. Roche-Rivera
References
Download: ML21200A072 (52)


Text

Overview of Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jeff Poehler, Sr. Materials Engineer Reactor Engineering Branch Office of Nuclear Regulatory Research 1

ASME Section III, Rules for Construction of Nuclear Facility Components -

Division 5, High Temperature Reactors ASME Section III Division 5 Scope

- Division 5 rules govern the construction of vessels, piping, pumps, valves, supports, core support structures and nonmetallic core components for use in high temperature reactor systems and their supporting systems o Construction, as used here, is an all-inclusive term that includes material, design, fabrication, installation, examination, testing, overpressure protection, inspection, stamping, and certification

- High temperature reactors include

  • Gas-cooled reactors (HTGR, VHTR, GFR)
  • Liquid metal reactors (SFR, LFR)
  • Molten salt reactors, liquid fuel (MSR) or solid fuel (FHR) 2

Examples of Different Advanced Reactor Designs Being Developed By Industry Terrestrial Energy IMSR Fast Reactors Molten Salt Reactors Elysium, MCSFR TerraPower MCFR Gas Reactors Flibe Energy LFTR (thorium)

X-Energy, Xe-100 Framatome SC-HTGR General Atomic EM2 (Gas-cooled Fast Reactor)

Ultra Safe Nuclear MMR Westinghouse eVinci Heat Pipe Reactor GE Hitachi PRISM TerraPower, TWR Advanced Reactor Concepts, ARC-100 Westinghouse, LFR Oklo, Aurora TerraPower & GEH Natrium Kairos Power KP-FHR ThorCon Moltex Energy, SSR 3

Division 5 - A Component Code

  • Division 5 is organized by Code Classes:

- Class A, Class B, Class SM for metallic components -

  • Class A is analogous to Class 1 in Section III, Division 1
  • Class B is analogous to Class 2 in Section III, Division 1
  • Class SM is for metallic core supports

- Class SN for non-metallic components - e.g. graphite core supports

  • Division 5 recognizes the different levels of importance associated with the function of each component as related to the safe operation of the advanced reactor plant
  • The Code Classes allow a choice of rules that provide a reasonable assurance of structural integrity and quality commensurate with the relative importance assigned to the individual components of the advanced reactor plant 4

Section III, Division 5 Rules for Metallic Components do not address

  • Deterioration in service due to

- Corrosion

- Mass transfer phenomena

- Radiation effects

- Other material instabilities

  • Continued functional performance of deformation-sensitive structures such as valves and pumps 5

History of Construction Rules for High Temperature Reactor Components

  • 159X Code Cases - complete construction rules for elevated temperature pressure boundary metallic components in early 1970s
  • Code Case series 1592-1596 converted to Code Case N-47, which later formed the basis for Section III, Division 1, Subsection NH
  • Division 5 first published in 2011, combined NH, other high-temperature code cases, and rules for graphite core components (new).

6

Class Subsection Subpart Subsection ID Title Scope Class A, B, & SM A

HAA Metallic Materials Metallic Class SN B

HAB Graphite and Composite Materials Nonmetallic Class A A

HBA Low Temperature Service Metallic Class A B

HBB Elevated Temperature Service Metallic Class B A

HCA Low Temperature Service Metallic Class B B

HCB Elevated Temperature Service Metallic Class A & B HF A

HFA Low Temperature Service Metallic Class SM A

HGA Low Temperature Service Metallic Class SM B

HGB Elevated Temperature Service Metallic Class SN A

HHA Graphite Materials Graphite Class SN B

HHB Composite Materials Composite HH Class B Metallic Pressure Boundary Components General Requirements Class A Metallic Pressure Boundary Components Class A and Class B Metallic Supports Class SN Nonmetallic Core Components Class SM Metallic Core Support Structures HA HB HC HG Section III Division 5 Organization 7

Temperature Boundaries for Class A Components Maximum Use Temperature Metal Temperature Design Lifetime No Creep Effects Creep Does Not Affect Cyclic Life (Negligible Creep Regime)

Creep Affects Cyclic Life (Creep-fatigue Interaction)

Division 5 Division 1 Negligible Creep Temperature Code Temperature Boundary (700F ferritic; 800F austenitic) 8

HBB Materials and Design Data Limited set of materials:

- Type 304 Stainless Steel*

- Type 316 Stainless Steel*

- Alloy 800H

- 2.25Cr-1Mo

- 9Cr-1Mo-V (Grade 91)

- Alloy 617 (Code Cases N-872 and N-898)

Design parameters are mostly self contained in Division 5, except the following contained in Section II:

- Elastic constants

- Thermal properties

- Part of yield strength () table

- Part of ultimate tensile strength () table Minimum carbon content of 0.04 weight % required for better high temperature properties - Type 304H and Type 316H - this designation is not used in Section III-5.

9

Failure Modes Addressed by Section III-5 Failure Mode Type Prevented By Location Analysis Method(s)

Plastic collapse Load controlled Primary load design HBB-3000 Elastic Creep-rupture Load controlled Primary load design HBB-3000 Elastic Creep-fatigue Deformation controlled Creep-fatigue rules HBB-T Elastic, Inelastic, EPP Gross distortion due to incremental collapse and ratcheting Deformation controlled Strain limits HBB-T Elastic, Inelastic, EPP Buckling due to short-term loadings Load controlled or strain controlled, or both Buckling limits (time-independent)

HBB-T Elastic, Inelastic Creep buckling due to long term loadings Load controlled or strain controlled, or both Buckling limits (time-dependent)

HBB-T Elastic, Inelastic 10

HBB Primary Load Design

  • Based on elastic analysis.
  • Load-controlled
  • Uses stress classification and linearization.
  • Design and service level load checks.
  • Accounts for thermal aging effects with factors on yield and ultimate strength
  • Welds: Strength reduction factor applied Single temperature, pressure, and set of forces Time-independent Uses allowable stress

Very similar to Section I and VIII Time-history of loading Time-dependent Uses the allowable stress Unique to Division 5 Design Load Service Load 11

HBB - Allowable Stresses

  • Both time-dependent and time-independent allowable stresses included.
  • S0 - Allowable stress for design loadings
  • Service Level Loading Allowable stresses

- Sm - Time independent

- St - Time dependent

- Smt - Allowable limit for general primary membrane stress for Service Level A and B

- Sr - Expected minimum stress-to-rupture. Used for Level D limits and in deformation-controlled analyses (HBB-T) 12

HBB - Basis for Allowable Stresses

  • S0 - Equal to the higher of S values from Section II-D, Subpart 1, Table 1A, or 300,000 hour0 days <br />0 hours <br />0 weeks <br />0 months <br /> Smt
  • Sm - From Section II-D, Table 2A, Sm values at lower temperatures, extended to higher temperatures using same criteria
  • Smt is the lower of Sm (time-independent) and St (time-dependent) 13

HBB - Basis for St (HBB-3221)

  • The lowest of:

(a) 100% of the average stress required to obtain a total (elastic, plastic, primary, and secondary creep) strain of 1%;

(b) 80% of the minimum stress to cause initiation of tertiary creep; and (c) 67% of the minimum stress to cause rupture (Sr).

  • Determination of St is inherently conservative because of the 80% and 67%

factors applied to tertiary creep initiation and stress-to-rupture.

14

Other Stresses/Material Properties

  • Sy - yield stress as function of temperature
  • Su - ultimate strength
  • R - Weld strength reduction factors
  • Tensile and yield strength reduction factors for longtime services (Table HBB-3225-2)
  • Isochronous stress-strain curves (ISSCs) 15

Deformation Controlled Quantities (HBB-T) 16

  • All Class A materials
  • Rules found in Nonmandatory Appendix HBB-T
  • Bounding analysis Elastic analysis
  • All Class A materials
  • Rules found in NMA HBB-T
  • But no material models in Code (currently)
  • Exact analysis Inelastic analysis
  • Subset of materials (304 and 316 SS, A617, soon to be Grade 91)
  • Rules in N-861 and N-862
  • Bounding analysis Elastic perfectly-plastic analysis (EPP)

Characteristics A subset of the design limits:

- Strain accumulation

- 1% average strain

- 2% linearized bending

- 5% maximum strain

- Creep-fatigue

- Buckling Typically are driven by secondary (self limiting) stresses Evaluation Methods

Creep-fatigue (HBB-T-1411)

  • Basically:
1. Compute creep damage based on life fraction:
2. Compute fatigue damage based on a cyclic life fraction:
3. Consult interaction diagram for pass/fail
  • Welds: same interaction diagram, factors on damage 17 Creep damage Fatigue damage

Creep Damage (HBB-T-1433)

  • Construct a stress relaxation curve for each hold in each cycle type
  • Determine creep damage with a time fraction rule for each time interval

=1

  • Sum creep damage for all time intervals needed to represent the specified elevated temperature service life = =1

(

)

/

  • Database: creep rupture tests
  • Welds: use stress rupture factor to reduce the creep rupture strength of the base metal time stress Stress relaxation profile Minimum stress-to-rupture for Alloy 617 18

Buckling and Instability (HBB-T-1500)

Limits for both time-independent (creep not significant) and time-dependent (creep-significant) buckling are provided.

Load factors for both load-controlled and strain-controlled bucking provided.

Figures provide temperature/time combinations below which the time-independent buckling limits may be used.

For conditions where stain-controlled and load-controlled buckling may interact, or significant elastic follow-up may occur, the load factors for load-controlled buckling are also to be used for strain-controlled bucking.

19

Elastic, Perfectly Plastic (EPP) Analysis Use different allowable stresses as pseudo yield stress in EPP finite element analysis to determine different bounding characteristics for different failure modes Intended as simplified screening tools in place of elastic analysis methods No stress classification Any geometry or loading Accounts for redundant load paths Simpler to implement

- Based on finite element results at integration points, no linearization Current status EPP Design Check EPP Code Case Materials Currently Covered Primary Load Under development All Class A materials Strain Limits N-861 304H, 316H, Grade 91, Alloy 617 Creep-fatigue N-862 304H, 316H, Grade 91, Alloy 617 Grade 91, Alloy 617 covered by revision of code cases. Not reviewed by NRC 20

Inelastic Analysis Methods Currently the Code does not provide reference inelastic models for any of the Class A materials

  • Specification of the material model left to owners Design Specification or designers
  • Limits application of the inelastic rules Historical experience on the Clinch River Breeder Reactor Project shows that inelastic analysis is:
  • The least over-conservative of the Division 5 options
  • Necessary in critical locations where design by elastic analysis is too conservative to produce a reasonable design Current status
  • Unified viscoplastic constitutive models for 316H stainless steel and Grade 91 steel have been developed
  • Action to add Grade 91 model just balloted.

21

Class B Rules

  • Essentially reference III-1, Class 2 rules HCA - Class B Low Temperature
  • Allows more materials than HBB
  • Mandatory Appendix HCB-II contains allowable stress values
  • Different allowable stresses for:
  • Negligible creep
  • Non-negligible creep
  • Mandatory Appendix HCB-III defines times and temperatures where creep effects can be neglected.

HCB - Class B High Temperature 22

Class B Rules Extend rules of Division 1, Class 2 (Subsection NC) to elevated temperature service.

Based on a design-by-rule approach. Design Lifetime concept is not used.

Allowable stresses based on extrapolated 100,000 hour0 days <br />0 hours <br />0 weeks <br />0 months <br /> creep-rupture properties.

Fatigue damage from cyclic service is addressed only for piping with creep effects (HCB-3634).

23

Core Supports

  • mainly references Section III-1 rules.

HGA-Low Temperature

  • Same materials and allowable stresses.

HGB - Similar to HBB rules.

24

Construction Rules For Nonmetallic Components (Class SN)

  • Section III Division 5 is the only design code that provides construction rules for graphite.
  • Graphite materials are used in thermal spectrum advanced reactors because of their excellent neutron moderation properties 25

There is no single nuclear grade of graphite -

therefore, cant design around a specific nuclear grade as metals can (i.e., 316H)

Graphite is heterogeneous by nature, and contains significant pores and cracks.

Graphite is not ductile - Brittle or quasi-brittle fracture behavior Graphite Irradiation significantly alters the graphite behavior - Behavior is completely different before and after turnaround dose is achieved.

26

  • Because all graphite is brittle and contains preexisting flaws,
  • Core components need to be designed to accept some amount of cracking.

Probabilistic versus deterministic design approach Deterministic is generally too limiting for a brittle material A distribution of possible strengths in a material is needed for quasibrittle materials (i.e., flaw size for graphite).

Probability of failure in component based upon inherent strength of graphite grade and applied stresses during operation.

50X 100X 200X 500X ASME Code Considerations 27

1. Simplified Analysis Method
  • Simplified Assessment (HHA-3220)

- Simplified conservative method based on ultimate strength derived from Weibull statistics.

  • Full Assessment (HHA-3230)

- Weibull statistics for failure probability

- Maximum allowable probability of failure defined for three Structural Reliability Classes (SRCs).

  • Design by Test (HHA-3240)

- Full-scale testing to demonstrate that failure probabilities meet criteria of full analysis.

Structural Integrity Assessment Methods 28 Structural Reliability Class Maxi. Prob. of Failure SRC-1 1.00E-04 SRC-2 1.00E-02 SRC-3 1.00E-01 Graphite code is a process.

How to apply degradation to POF From Dr. Mark Mitchell - PBMR Inc.

Degradation Irradiation Designer should determine the specific changes for their selected graphite grade

  • Oxidation (HHA-3141)

- Loss of strength and geometry changes to be considered

  • Irradiation (HHA-3142)

- Property changes to be addressed

  • Abrasion and Erosion (HHA-3143)

- To be considered when there is relative motion or high gas flow rate in gas-cooled designs Special Considerations in Design of Graphite Core Components

Graphite Degradation (Form MDS-1 Material Data Sheet)

ASME BPVC Data sheets capture:

  • Material properties

- Strength

- Elastic modulus

- CTE

- Conductivity

- Thermal conductivity (Diffusivity)

  • Irradiation effects
  • Temperature dependence

- Temperature affects everything

  • Oxidation effects

Summary 31 Division 5 was issued as part of the 2011 Addenda to the 2010 Edition of the BPV Code Though the design rules development for metallic components traced all the way to the 1960s Division 5 covers the rules for the design, fabrication, inspection and testing of components for high temperature nuclear reactors Construction rules for both metallic and nonmetallic components are provided The rules for nonmetallic components are unique among all design codes world-wide ASME Code committees are actively pursuing code rules improvement and developing new technologies to support Advanced Nuclear

NRC Review and Potential Endorsement of ASME BPVC,Section III, Division 5 Advisory Committee for Reactor Safeguards July 20, 2021 Jeff Poehler, Sr. Materials Engineer Reactor Engineering Branch Office of Nuclear Regulatory Research Jordan Hoellman, Project Manager Advanced Reactor Policy Branch Office of Nuclear Reactor Regulation

Purpose 33 Provide an overview of the process for NRCs review and potential endorsement of 2017 ASME BPVC Section III, Division 5, High Temperature Materials (Section III-5)

Discuss likely exceptions and limitations to NRCs endorsement.

NRC Guidance Documents for Section III-5 Endorsement 34 NUREG-2245 Technical Review of the 2017 Edition of ASME Section III, Division 5, High Temperature Reactors

  • Document the staffs technical evaluation of the 2017 Edition of Section III, Division 5 and Code Cases N-861 and N-862 for acceptability and endorsement. Provide technical basis for DG-1380.

Regulatory Guide (RG) - Acceptability of ASME Section III, Division 5, High Temperature Reactors (DG-1380)

  • Describes an approach that is acceptable to the NRC staff to assure the mechanical/structural integrity of components for use in in elevated temperature environments, which are subject to time-dependent material properties and failure modes.
  • Contains exceptions and limitations to the staffs endorsement.
  • The regulatory guide will update the guidance of RG 1.87.
  • Appendix A of DG-1380 contains staff guidance on quality group classification for high-temperature reactors.

Scope of Staff Review Section III-5, 2017 Edition

  • Did not review Nonmandatory Appendix HBB-Y, so not endorsing.

1 Code Cases N-861 and N-862 2

Alloy 617 Code Cases

  • Separate technical basis document being developed
  • Will merge results into final DG-1380 3

35

Contractor Expert Recommendations

  • To ensure an independent review of the technical adequacy of Section III, Division 5, NRC used contractors not directly involved with Division 5 code development
  • NRC also used contractors more involved with code development on a limited basis to provide historical perspective on Division 5.

36

Review Process -

General 37 Relied on previous reviews when possible.

- Code Cases 1592-1596.

- Section III, Division 1.

The NRC staffs review was augmented by input from several national laboratories and commercial contractors.

See NRCs Advanced Reactor Public Website:

https://www.nrc.gov/reactors/new-reactors/advanced.html#endorev

38 Contractor Topics ML #

PNNL Design, Fabrication, Examination, Testing (HBB/HCB/HGB-3000, 4000, 5000, 6000)

Mechanical design appendixes for metallic core supports (HGB-I, HGB-II, HGB-III, HGB-IV)

ML20269A145 ORNL Materials (HBB/HCB/HGB-2000)

Tables and Figures (Mandatory Appendix HBB-I-14)

Guidelines for Restricted Material Specifications (Non-Mandatory Appendix HBB-U)

ML20269A125 NUMARK

/EMC2 Mechanical Design Appendixes for Class A and Class B components (HBB-II, HBB-T, HCB-I, HCB-II, HCB-III)

ML20349A003 Technical Requirements - Graphite Materials and Design ML20358A145 Code Cases N-861 and N-862 (all aspects)

ML20349A002 ANL Historical Context and Perspective on Materials Properties ML21090A033 Contractor Reports

Review Process - General Requirements Staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2017 Edition of ASME Code III-NCA to ensure consistency with what the NRC has endorsed in 10 CFR 50.55a.

Exceptions or limitations proposed where there are differences.

39 Similarly, the staff compared the 2017 Edition of ASME Code III-5-HAA and -HAB to the 2019 Edition of ASME Code III-5-HAA and -HAB to ensure consistency with those items that were corrected in the 2019 Edition.

General Requirements

- Examples of Exceptions/Limitations Limitation: Staff does not endorse use of a Certifying Engineer who is not also a Registered Professional Engineer.

Basis: Consistency with a similar condition in 10 CFR 50.55a on 2017 Edition of Section III-NCA.

Limitation: When using HAB-3126(b), HAB-3127(b),

and HAB-3855.3(c)(2) and (d)(2): The procurement documents should specify that the service will be provided in accordance with the accredited ISO/IEC 17025 program and scope of accreditation.

Basis: This is one of several limitations included for consistency with the updated ILAC accreditation process that is called out in NCA-3126 and also in the 2019 edition of Section III-5.

40

Mechanical Design - Exceptions and Limitations

  • The staff identified exceptions and limitations related to mechanical design (HBB-3000, HBB-T) for several reasons:

- Consistency with Section III-1 conditions in 10 CFR 50.55a

  • Socket weld design condition.

- Consistency with RG 1.87 conditions on Code Case 1592 -

  • Use of strain-controlled buckling factors.

- Lack of guidance in Section III-5

  • Inelastic analysis for meeting HBB-T deformation limits.
  • Stress relaxation cracking.

41

Mechanical Design -

Exceptions and Limitations -

Stress Relaxation Cracking Limitation:

When using HBB-T-1710 applicants and licensees should develop their own plans to address the potential for stress-relaxation cracking in their designs.

Basis:

Stress relaxation cracking is a mechanism causing enhanced creep crack growth in certain materials caused by relaxation of weld residual stresses in components in high-temperature service. Section III-5 does not contain any provisions addressing stress-relaxation cracking.

42

Review Process -

Metallic and Graphitic Materials

  • Did not primarily rely on previous reviews.
  • Independent analysis of materials properties and allowable stresses by NRC contractor.
  • Additional input by subject matter experts familiar with the development of Section III-5.

Class A Metallic materials (HBB-I-14)

  • Did not rely on previous reviews.
  • Graphite provisions were not in 159X Code Cases - New to Section III-5.
  • Technical review of Section III-5 by subject matter experts.

Graphite (HHA) 43

44 Metallic Materials In some cases, contractor independent analysis determined properties and allowable stresses with lower values than the code, suggesting code values are nonconservative.

Lower values were typically only at higher temperatures and longer times for time-dependent properties.

NRC staff considered these findings in a holistic manner, including how these properties are used, inherent conservatism of the Division 5 design rules, and historical context.

Input from ANL provided historical context and perspective on materials properties.

Metallic Materials - Exceptions and Limitations

  • For time-dependent allowable stresses, staff placed limitations on endorsement for several materials.
  • Limitations in form of maximum temperature limit for several materials.

45 Material Properties Temperature Limit Type 304 Smt, St, Sr 1300 °F, 700 °C Type 316 Sr 1300 °F, 700 °C 2-1/4 Cr-1 Mo Smt, St, Sr 950 °F, 510 °C

  • For 9Cr-1Mo-V, 2019 Section III-5 properties are endorsed in lieu of 2017 Section III-5 properties.

Example of Basis for Conditions on Allowable Stresses For Type 304, ORNL independent analysis suggested significant non-conservatism of Section III-5 St values for most times and temperatures. At 300,000 hours0 days <br />0 hours <br />0 weeks <br />0 months <br />, non-conservatism was suggested at temperatures 850 °F or 450 °C. This is based on independent analysis values more than 10% lower than Section III-5 values.

Most of the apparent non-conservatism driven by the tertiary creep criterion for St.

Tertiary creep criterion for St is a known issue in the Code. It was not intended that this criterion should control most time-dependent allowable stresses.

ANL performed an alternate analysis using a different approach for tertiary creep data. This analysis showed significant non-conservatism only at temperatures 1300 °F or 700 °C.

46

Graphite Materials and Design

  • Numark Associates Inc. provided a technical assessment of Subsection HH, Class A Nonmetallic Core Support Structures, Subpart A, Graphite Materials.
  • Staff has completed the review of the above report and all applicable sections of ASME Section III, Division 5 and obtained clarifications and feedback from NRC contractors (NUMARK and INL) in order to come up with the conclusions identified in the NUREG.
  • The staff's independent review of the code requirements considered the holistic design of graphite core support structures.

47

Graphite Materials and Design -

Exceptions and Limitations Paragraph Parameter Limit in Section III-5 HHA-3141, Oxidation Weight Loss Limit 30%

HHA-3142.4, Graphite Cohesive Life Limit Cohesive Life Limit

+10%

HHA-3143, Abrasion and Erosion Gas Flow Velocity 100 m/s (mean)

HHA-4233.5, Repair of Defects and Flaws Allowed repair depth 2 mm (0.079 inch) 48 Limitations identified by staff where Division 5 has a numerical parameter limit, but staff not convinced the limit is generically applicable to all designs. Design-specific justification is requested for the parameter value in these case:

Graphite Materials and Design - Other Exceptions and Limitations Limitation: The NRC staff is not endorsing the provisions of HHA-3330(g).

Basis: HHA-3330 (g) allow for access to performing inservice inspection. If necessary, inservice inspection may be replaced by operational monitoring Staff is not endorsing this provision because requirements for inservice inspection are outside of the scope of Section III-5, HHA.

The provision related to operational monitoring is the one that the staff finds out of scope.

49

Four Quality Groups and associated standards (from DG-1380, Appendix A)

Quality Group A

  • Use ASME Section III, Division 5 Class A for safety related SSCs that have safety significance Quality Group B
  • Use ASME Section III, Division 5 Class B for safety related SSCs with low safety significance Quality Group C
  • Non-safety-related SSCs with safety significance
  • Non-safety-related SSCs with no special treatment
  • Owner to establish standards for use

Summary Exceptions and limitations were generally identified when the staff found that additional guidance was needed to augment the provisions of Section III-5, or where material properties and allowable stresses are potentially nonconservative.

The NRC staff has completed its initial review of Section III-5 for potential endorsement.

The NRCs review is documented in NUREG-2245.

DG-1380 contains the staffs regulatory position on Section III-5, including some exceptions and limitations.

51

Next Steps The NUREG and DG will be issued for public comment.

Alloy 617 Code Cases technical review (in progress).

Make changes as necessary to NUREG and DG to address public comments.

Reissue DG for a second public comment period incorporating Alloy 617 results and resolution of public comments.

Issue draft Alloy 617 technical basis document concurrently with DG.

52