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2021 ASME BPVC Code Cases: Nuclear Components, Supplement 5, 2021
- Code Cases: Nuclear Components
- Summary of Changes
- Numeric Index
- Subject Index
- Applicability Index for Section XI Cases
- Guideline for Cross-Referencing Section XI Cases [Go to Page]
- 1 General [Go to Page]
- 1.1Purpose
- 1.2How to Use the Table
- Case N-666-2 [Go to Page]
- 1 General Requirements
- 2 Evaluation
- 3 Design
- 4 Procedure
- 5 Final Examination and Testing
- 6 Documentation
- Case N-884 [Go to Page]
- -1000 Introduction [Go to Page]
- -1100 General
- -1200 Limiting Value of Strain Rate
- -1300 Nomenclature
- -2000 Procedure to Determine Strain Rate [Go to Page]
- -2100 Strain Rate Calculation [Go to Page]
- -2110 Strain Rate for the Environmental Fatigue Design Curve Method
- -2120 Environmental Fatigue Evaluation Due to Strain Rate
- -2200 Relationship Between the Strain Rate and the Environmental Fatigue Correction Factor, Fen [Go to Page]
- -2210 Relationship Between the Strain Rate and the Fen for Simplified Method
- -2220 Relationship Between the Strain Rate and the Fen for Modified Rate Approach
- Case N-890
- Case N-898 [Go to Page]
- Article HBB-2000 Material [Go to Page]
- HBB-2100 [Go to Page]
- HBB-2160 Deterioration of Material in Service
- Article HBB-3000 Design [Go to Page]
- HBB-3200 Design by Analysis [Go to Page]
- HBB-3210 Design Criteria
- HBB-3220 Design Rules and Limits For Load-Controlled Stresses in Structures Other Than Bolts
- Article HBB-4000 Fabrication and Installation [Go to Page]
- HBB-4200 [Go to Page]
- HBB-4210
- HBB-4800 Relaxation Cracking
- Mandatory Appendices [Go to Page]
- Mandatory Appendix HBB-I-14 Tables and Figures
- Nonmandatory Appendices [Go to Page]
- Nonmandatory Appendix HBB-T Rules for Strain, Deformation, and Fatigue Limits at Elevated Temperatures [Go to Page]
- HBB-T-1300 Deformation and Strain Limits for Structural Integrity [Go to Page]
- HBB-T-1320 Satisfaction of Strain Limits Using Elastic Analysis
- HBB-T-1330 Satisfaction of Strain Limits Using Simplified Inelastic Analysis
- HBB-T-1340 Satisfaction of Strain Limits Using Elastic-Perfectly Plastic Analysis
- HBB-T-1400 Creep — Fatigue Evaluation [Go to Page]
- HBB-T-1410 General Requirements
- HBB-T-1420 Limits Using Inelastic Analysis
- HBB-T-1430 Limits Using Elastic Analysis
- HBB-T-1440 Creep-Fatigue Damage Limits Using Elastic-Perfectly Plastic Analysis
- HBB-T-1500 Buckling and Instability [Go to Page]
- HBB-T-1510 General Requirements
- HBB-T-1520 Buckling Limits
- HBB-T-1700 Special Requirements [Go to Page]
- HBB-T-1710 Special Strain Requirements at Welds
- HBB-T-1800 Isochronous Stress–Strain Relations [Go to Page]
- HBB-T-1810 Objective
- HBB-T-1820 Materials and Temperature Limits
- HBB-T-1830 Equations for the Isochronous Curves
- Nonmandatory Appendix A Physical Properties Tables
- Nonmandatory Appendix B Thermal Conductivity and Thermal Diffusivity
- Nonmandatory Appendix C Modulus of Elasticity
- Case N-924 [Go to Page]
- 1 Design Limits [Go to Page]
- 1.1 Design by Rule
- 1.2 Design by Analysis
- 2 Service Level Limits [Go to Page]
- 2.1 Load Cases
- 2.2 Analysis Model for Service Loadings [Go to Page]
- 2.2.1 Weld Region Model Boundaries
- 2.2.2 Dissimilar Metal Welds
- 2.3 Acceptance Assessment [Go to Page]
- 2.3.1 Global Check
- 2.3.2 Local Check by Simplified Inelastic Analysis
- Mandatory Appendix I Definitions [Go to Page]
- I-1 Load System, Li
- I-2 Specified Steady-State Temperature Field for Global Check, Ti(x)
- I-3 Specified Load Duration, ti
- I-4 Pseudo Yield Stress, Yglobal(x), for Global Service Check
- I-5 Von Mises Stress, σv
- I-6 EPP Analysis
- I-7 Minimum Stress to Rupture for Local Check of Service Loading, M(x,t)
- I-8 Simplified Inelastic Material Model
- I-9 Simplified Inelastic Analysis
- I-10 Cumulated Creep Damage Calculation from Simplified Inelastic Analysis
- Nonmandatory Appendix A Alternative Global Service Check [Go to Page]
- A-1 General
- A-2 Requirements
- A-3 Alternative Global Service Check Acceptance Procedure
- A-4 Additional Definition [Go to Page]
- A-4.1 Limit Load Analysis
- Case N-925 [Go to Page]
