ASME BPVC XI 1 2021
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ASME BPVC – XI – 1 -2021 BPVC Section XI, Rules for Inservice Inspection of Nuclear Power Plant Components, Division 1, Rules for Inspection and Testing of Components of Light-Water-Cooled Plants
| Published By | Publication Date | Number of Pages |
| ASME | 2021 | 781 |
Provides requirements to maintain the nuclear power plant while in operation and to return the plant to service following plant outages. The rules require a mandatory program to evidence adequate safety and manage deterioration and aging effects. The rules also stipulate duties of the Authorized Nuclear Inservice Inspector to verify that the mandatory program has been completed, permitting the plant to return to service in a safe and expeditious manner. Application of this Section begins when the requirements of the construction code have been satisfied. DIVISION 1 This Division provides rules for the examination, inspection, and testing; NDE methods, qualifications, and requirements; evaluation and acceptance standards for flaws, defects, and relevant conditions; repair/replacement processes and correction actions/measures in light water cooled nuclear power plants. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 71 | IWA-1600-1 Referenced Standards and Specifications |
| 75 | IWA-2211-1 Visual Examinations |
| 78 | IWA-2322-1 NearāDistance Acuity Test Distances and Character Heights |
| 80 | IWA-2324-1 Practical Examination NDE Techniques |
| 84 | IWA-3310-1 Surface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface |
| 86 | IWA-3320-1 Subsurface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface |
| 87 | IWA-3320-2 Successive Examination Surface Proximity Rule for Class 1 and Class 2 Vessels |
| 88 | IWA-3330-1 Multiple Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface |
| 89 | IWA-3340-1 Nonplanar Elliptical Subsurface Flaws |
| 90 | IWA-3350-1 Parallel Planar Flaws |
| 91 | IWA-3360-1 Laminar Flaws |
| 92 | IWA-3380-1 Nonaligned Coplanar Flaws in Plane Normal to Pressure-Retaining Surface |
| 93 | IWA-3390-1 Multiple Aligned Planar Flaws (1/2 in. = 13 mm) |
| 94 | IWA-3400-1 Linear Surface Flaws |
| 107 | IWA-4461.1-1 Minimum Preheat Temperature, Ā°F (Ā°C) |
| 114 | IWA-4662.1-1 Depth Limitations for Underwater Welding Qualification |
| 116 | IWA-4663.1-1 Carbon Equivalency Calculation IWA-4662.1-2 Procedure and Performance Qualification ā Position Limitations |
| 122 | IWA-4712.2-1 Examples of Extension and Recess of Tube and Plug |
| 143 | IWB-2411-1 Inspection Program |
| 145 | IWB-2420-1 Successive Examination Surface Proximity Rule for Piping Components IWB-2420-1 Surface Proximity Rules for Successive Examinations of Piping Components |
| 149 | IWB-2500-1 (B-A) Examination Category B-A, Pressure-Retaining Welds in Reactor Vessel |
| 150 | IWB-2500-1 (B-B) Examination Category B-B, Pressure-Retaining Welds in Vessels Other Than Reactor Vessels |
| 152 | IWB-2500-1 (B-D) Examination Category B-D, Full Penetration Welded Nozzles in Vessels |
| 154 | IWB-2500-1 (B-F) Examination Category B-F, Pressure-Retaining Dissimilar Metal Welds in Vessel Nozzles |
| 156 | IWB-2500-1 (B-G-1) Examination Category B-G-1, Pressure-Retaining Bolting, Greater Than 2 in. (50 mm) in Diameter |
| 159 | IWB-2500-1 (B-G-2) Examination Category B-G-2, Pressure-Retaining Bolting, 2 in. (50 mm) and Less in Diameter |
| 160 | IWB-2500-1 (B-J) Examination Category B-J, Pressure-Retaining Welds in Piping |
| 162 | IWB-2500-1 (B-K) Examination Category B-K, Welded Attachments for Vessels, Piping, Pumps, and Valves |
| 164 | IWB-2500-1 (B-L-2, B-M-2) Examination Categories B-L-2, Pump Casings; B-M-2, Valve Bodies |
| 165 | IWB-2500-1 (B-N-1, B-N-2, B-N-3) Examination Categories B-N-1, Interior of Reactor Vessel; B-N-2, Welded Core Support Structures and Interior Attachments to Reactor Vessels; B-N-3, Removable Core Support Structures |
| 166 | IWB-2500-1 (B-O) Examination Category B-O, Pressure-Retaining Welds in Control Rod Drive and Instrument Nozzle Housings |
| 167 | IWB-2500-1 (B-P) Examination Category B-P, All Pressure-Retaining Components |
| 168 | IWB-2500-1 (B-Q) Examination Category B-Q, Steam Generator Tubing |
| 169 | IWB-2500-1 Vessel Shell Circumferential Weld Joints |
| 170 | IWB-2500-2 Vessel Shell Longitudinal Weld Joints |
| 171 | IWB-2500-3 Spherical Vessel Head Circumferential and Meridional Weld Joints |
| 172 | IWB-2500-4 ShellātoāFlange Weld Joint |
| 173 | IWB-2500-5 HeadātoāFlange Weld Joint |
| 174 | IWB-2500-6 Typical TubesheetātoāHead Weld Joints |
| 175 | IWB-2500-7(a) Nozzle in Shell or Head |
| 176 | IWB-2500-7(b) Nozzle in Shell or Head |
| 177 | IWB-2500-7(c) Nozzle in Shell or Head |
| 178 | IWB-2500-7(d) Nozzle in Shell or Head |
| 179 | IWB-2500-8 Similar and Dissimilar Metal Welds in Components, Nozzles, and Piping |
| 182 | IWB-2500-9 Pipe Branch Connection |
| 183 | IWB-2500-10 Pipe Branch Connection |
| 184 | IWB-2500-11 Pipe Branch Connection |
| 185 | IWB-2500-12(a) Stud and Threads in Flange Stud Hole |
| 186 | IWB-2500-12(b) Pressure-Retaining Bolts |
| 187 | IWB-2500-12(c) Pressure-Retaining Bolts |
| 188 | IWB-2500-13 Welded Attachment |
| 189 | IWB-2500-14 Welded Attachment |
| 190 | IWB-2500-15 Welded Attachment |
| 191 | IWB-2500-18 Control Rod Drive and Instrument Nozzle Housing Welds |
| 192 | IWB-2500-20 Extent of Weld Examination |
| 196 | IWB-3410-1 Acceptance Standards |
| 197 | IWB-3510-1 Allowable Planar Flaws IWB-3510-2 Allowable Laminar Flaws |
| 198 | IWB-3510-3 Allowable Linear Flaws |
| 199 | IWB-3512-1 Allowable Planar Flaws IWB-3512-2 Component Thickness Versus Flaw Location |
| 201 | IWB-3514-1 Allowable Planar Flaws |
| 202 | IWB-3514-2 Allowable Linear Flaws IWB-3514-3 Allowable Laminar Flaws |
| 203 | IWB-3514-4 Allowable Linear Flaws IWB-3515-1 Allowable Planar Flaws |
| 205 | IWB-3519.2-1 Allowable Planar Flaws |
| 206 | IWB-3519.2-2 Allowable Planar Flaws |
| 208 | IWB-3600-1 Characterization and Proximity Rules for Analytical Evaluation of Clad Components and Piping Items |
| 211 | IWB-3662-1 Definition of Circumferential Orientation for Flaw Characterization |
| 212 | IWB-3663-1 Reactor Vessel Head Penetration Nozzle Acceptance Criteria |
| 213 | IWB-5230-1 Test Pressure |
| 217 | IWC-2411-1 Inspection Program |
| 221 | IWC-2500-1 (C-A) Examination Category C-A, Pressure-Retaining Welds in Pressure Vessels |
| 222 | IWC-2500-1 (C-B) Examination Category C-B, Pressure-Retaining Nozzle Welds in Pressure Vessels |
| 223 | IWC-2500-1 (C-C) Examination Category C-C, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves |
| 224 | IWC-2500-1 (C-D) Examination Category C-D, Pressure-Retaining Bolting Greater Than 2 in. (50 mm) in Diameter |
| 225 | IWC-2500-1 (C-F-1) Examination Category C-F-1, Pressure-Retaining Welds in Austenitic Stainless Steel or High Alloy Piping |
| 227 | IWC-2500-1 (C-F-2) Examination Category C-F-2, Pressure-Retaining Welds in Carbon or Low Alloy Steel Piping |
| 229 | IWC-2500-1 (C-H) Examination Category C-H, All Pressure-Retaining Components |
| 230 | IWC-2500-1 (C-J) Examination Category C-J, Buried Piping and Components |
| 231 | IWC-2500-1 Vessel Circumferential Welds |
| 232 | IWC-2500-2 Typical TubesheetātoāShell Circumferential Welds |
| 233 | IWC-2500-3 NozzleātoāVessel Welds |
| 234 | IWC-2500-4 NozzleātoāVessel Welds |
| 238 | IWC-2500-5 Welded Attachments |
| 239 | IWC-2500-6(a) Pressure-Retaining Bolting |
| 240 | IWC-2500-6(b) Pressure-Retaining Bolting |
| 241 | IWC-2500-6(c) Pressure-Retaining Bolting |
| 242 | IWC-2500-7 Welds in Piping |
| 244 | IWC-2500-9 Branch Connection Welds |
| 245 | IWC-2500-10 Pipe Branch Connection |
| 246 | IWC-2500-11 Pipe Branch Connection |
| 247 | IWC-2500-12 Pipe Branch Connection |
| 248 | IWC-2500-13 Pipe Branch Connection |
| 251 | IWC-3410-1 Acceptance Standards |
| 252 | IWC-3510-1 Allowable Planar Flaws IWC-3510-2 Allowable Laminar Flaws IWC-3510-3 Allowable Linear Flaws |
| 254 | IWC-3511-1 Allowable Planar Flaws IWC-3511-2 Allowable Linear Flaws |
| 255 | IWC-3513-1 Allowable Planar Flaws |
| 256 | IWC-3514-1 Allowable Planar Flaws |
| 262 | IWD-2411-1 Inspection Program |
| 265 | IWD-2500-1 (D-A) Examination Category D-A, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves |
| 266 | IWD-2500-1 (D-B) Examination Category D-B, All Pressure-Retaining Components |
| 267 | IWD-2500-1 (D-C) Examination Category D-C, Buried Piping and Components |
| 268 | IWD-2500-1 Welded Attachments |
| 270 | IWD-3410-1 Acceptance Standards |
| 278 | IWE-2411-1 Inspection Program |
| 280 | IWE-2500-1 (E-A) Examination Category E-A, Containment Surfaces |
| 281 | IWE-2500-1 (E-C) Examination Category E-C, Containment Surfaces Requiring Augmented Examination |
| 282 | IWE-2500-1 (E-G) Examination Category E-G, Pressure-Retaining Bolting |
| 283 | IWE-2500-1 Examination Areas for Moisture Barriers |
| 290 | IWF-1300-1 Illustrations of Typical Support Examination Boundaries |
| 292 | IWF-2410-1 Inspection Program |
| 295 | IWF-2500-1 (F-A) Examination Category F-A, Supports |
| 302 | IWL-2500-1 (L-A) Examination Category LāA, Concrete |
| 303 | IWL-2500-1 (L-B) Examination Category LāB, Unbonded Post-Tensioning System |
| 305 | IWL-2521-1 Number of Tendons for Examination |
| 306 | IWL-2521-2 Augmented Examination Requirements Following PostāTensioning System Repair/Replacement Activities |
| 308 | IWL-2525-1 Corrosion Protection Medium Analysis |
| 315 | I-2000-1 Required Supplements |
| 318 | I-3200-1 Ferritic, Austenitic, or Dissimilar Metal Weld |
| 321 | I-S4 Alternative Calibration Block |
| 325 | NIS-2 Ownerās Repair/Replacement Certification Record |
| 326 | II-1 Guide for Completing Form NIS-2 |
| 327 | OAR-1 Ownerās Activity Report |
| 329 | II-2 Guide for Completing Form OAR-1 |
| 331 | III-2120-1 Maximum Nominal Search Unit Sizes |
| 335 | III-3430-1 Allowable Notch Configurations |
| 336 | III-3430-1 Surface Notch Depths for Ultrasonic Calibration |
| 337 | III-3430-2 Recommended Design for Basic Calibration Blocks |
| 344 | IV-3110-1 |
| 348 | 2.3.2-1 Instrument Linearity |
| 352 | 3.2.2-1 Detection Performance Criteria for Open (Nonblind) Procedure Demonstration |
| 353 | 3.3-1 Eddy Current Blind Test Detection and False Call Criteria |
| 354 | IV Supplement A Data Acquisition Procedure Specification |
| 355 | IV Supplement B Data Analysis Procedure Specification |
| 365 | VII-4110-1 Required Experience for Initial Certification for Ultrasonic Examination (Hours) |
| 366 | VII-4220-1 Initial Training Hours (Classroom/Laboratory) |
| 374 | VIII-3110-1 Component Qualification Supplements |
| 380 | VIII-S1-1A System Configuration |
| 381 | VIII-S1-1B Test Configuration |
| 382 | VIII-S1-2A Frequency Response Curve |
| 383 | VIII-S2-1 Performance Demonstration Detection Test Acceptance Criteria |
| 384 | VIII-S4-1 Personnel Detection Test Acceptance Criteria |
| 386 | VIII-S5-1 Misorientation Angle |
| 387 | VIII-S5-2 Flaw Distribution Zones |
| 389 | VIII-S6-1 Detection and Sizing Test Flaws and Locations |
| 390 | VIII-S6-1 Definition of Statistical Parameters |
| 392 | VIII-S8-1 Maximum Notch Dimensions |
| 395 | VIII-S10-1 Personnel Performance Demonstration Detection Test Acceptance Criteria |
| 401 | VIII-S15-1 Location Tolerances VIII-S15-2 Flaw Detection Criteria |
| 404 | X-1 Standard Units for Use in Equations |
| 412 | A-3100-1 Elliptical Flaw Models |
| 413 | A-3210-1 Definition of x Distance Through the Wall for the Surface Flaws |
| 414 | A-3210-2 Definition of x Distance for the Subsurface Flaw Stress Definition |
| 415 | A-3210-3 Linearization of Stress Versus Distance Through the Wall |
| 423 | A-3530-1 Cylindrical Flaw Geometry A-3531-1 360-deg Inside Surface Flaw Geometry |
| 424 | A-3531-1 Coefficients for 360-deg Circumferential Inside Surface Flaw Equation |
| 428 | A-3532-1 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Deepest Point (Point 1) |
| 429 | A-3532-2 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Surface Point (Point 2) |
| 430 | A-3540-1 Cylindrical Semielliptical Outside Surface Flaw Geometry |
| 431 | A-3541-1 360-deg Outside Surface Flaw Geometry |
| 432 | A-3541-1 Coefficients for 360-deg Circumferential Outside Surface Flaw Equation |
| 436 | A-3542-1 Coefficients for Semielliptical Circumferential Outside Surface Flaw Equations, Deepest Point (Point 1) |
| 437 | A-3542-2 Coefficients for Semielliptical Circumferential Outside Surface Flaw Equations, Surface Point (Point 2) |
| 438 | A-3550-1 Axial Inside Surface Flaw in a Cylinder |
| 439 | A-3551-1 Axial Inside Surface Flaw With a/ā = 0 in a Cylinder |
| 449 | A-3560-1 Axial Outside Surface Flaw in a Cylinder |
| 450 | A-3561-1 Axial Outside Surface Flaw With a/ā = 0 in a Cylinder |
| 461 | A-3610-1 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.0 |
| 464 | A-3610-2 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.1 |
| 467 | A-3610-3 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.2 |
| 470 | A-3610-4 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.3 |
| 473 | A-3610-5 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.4 |
| 476 | A-3610-6 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a/ā = 0.5 |
| 479 | A-3620-1 Coefficients G0 Through G4 for Flat Plate Surface Crack With Flaw Aspect Ratio, a/ā = 0.0 |
| 480 | A-3620-2 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 1 |
| 482 | A-3620-3 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 2 |
| 484 | A-3630-1 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 1), Deepest Point (Point 1) |
| 485 | A-3630-2 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 1), Surface Point (Point 2) |
| 486 | A-3630-3 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 5), Deepest Point (Point 1) |
| 487 | A-3630-4 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 5), Surface Point (Point 2) |
| 488 | A-3630-5 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 10), Deepest Point (Point 1) |
| 489 | A-3630-6 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 10), Surface Point (Point 2) |
| 490 | A-3630-7 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 20), Deepest Point (Point 1) |
| 491 | A-3630-8 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri/t = 20), Surface Point (Point 2) |
| 492 | A-3640-1 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 1), Deepest Point (Point 1) |
| 493 | A-3640-2 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 1), Surface Point (Point 2) |
| 494 | A-3640-3 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 5), Deepest Point (Point 1) |
| 495 | A-3640-4 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 5), Surface Point (Point 2) |
| 496 | A-3640-5 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 10), Deepest Point (Point 1) |
| 497 | A-3640-6 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 10), Surface Point (Point 2) |
| 498 | A-3640-7 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 20), Deepest Point (Point 1) |
| 499 | A-3640-8 Coefficients Gi for Circumferential Semielliptical Outside Surface Flaw (Ri/t = 20), Surface Point (Point 2) |
| 500 | A-3650-1 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 1), Deepest Point (Point 1) |
| 501 | A-3650-2 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 1), Surface Point (Point 2) |
| 502 | A-3650-3 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 5), Deepest Point (Point 1) |
| 503 | A-3650-4 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 5), Surface Point (Point 2) |
| 504 | A-3650-5 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 10), Deepest Point (Point 1) |
| 505 | A-3650-6 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 10), Surface Point (Point 2) |
| 506 | A-3650-7 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 20), Deepest Point (Point 1) |
| 507 | A-3650-8 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri/t = 20), Surface Point (Point 2) |
| 508 | A-3660-1 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 1), Deepest Point (Point 1) |
| 509 | A-3660-2 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 1), Surface Point (Point 2) |
| 510 | A-3660-3 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 5), Deepest Point (Point 1) |
| 511 | A-3660-4 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 5), Surface Point (Point 2) |
| 512 | A-3660-5 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 10), Deepest Point (Point 1) |
| 513 | A-3660-6 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 10), Surface Point (Point 2) |
| 514 | A-3660-7 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 20), Deepest Point (Point 1) |
| 515 | A-3660-8 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri/t = 20), Surface Point (Point 2) |
| 517 | A-4200-1 Materials With Specified Minimum Yield Strength Greater Than 50 ksi (350 MPa) But Not Exceeding 90 ksi (620 MPa) Permitted to Use Figure A-4200-1 (Figure A-4200-1M) |
| 520 | A-4200-1 Lower Bound KIa and KIc for Carbon and Low Alloy Steels |
| 521 | A-4200-1M Lower Bound KIa and KIc for Carbon and Low Alloy Steels |
| 522 | A-4300-1 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws) |
| 523 | A-4300-1M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws) |
| 524 | A-4300-2 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments |
| 525 | A-4300-2M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments |
| 529 | A-5400-1 Determination of Critical Flaw Sizes for Postulated Conditions |
| 533 | C-1100-1 Weld MaterialāBase Material Interface Definition for Flaw Location |
| 537 | C-2200-1 Flaw Characterization ā Circumferential Flaws |
| 538 | C-2200-2 Flaw Characterization ā Axial Flaws |
| 539 | C-2400-1 Flaw Characterization ā Skewed Axial Flaws Projected Into Axial Plane |
| 540 | C-2400-2 Flaw Characterization ā Skewed Circumferential Flaws Projected Into Circumferential Plane |
| 541 | C-2400-3 Flaw Characterization ā Compound Skewed Flaw Projected Into Circumferential and Axial Planes |
| 550 | C-4210-1 Flowchart for Selecting Analysis Method for Austenitic Piping |
| 551 | C-4220-1 Flowchart for Selecting Analysis Method for Ferritic Piping |
| 552 | C-4310-1 Circumferential Surface Flaw Geometry C-4310-2 Axial Surface Flaw Geometry |
| 553 | C-4310-3 Circumferential Subsurface Flaw Geometry C-4310-4 Axial Subsurface Flaw Geometry |
| 554 | C-4310-5 Semielliptical Circumferential Inside Surface Flaw Geometry |
| 559 | C-5200-1 Flowchart for Allowable Flaw Size Determination for Fully Plastic Fracture Using Limit Load Method |
| 560 | C-5310-1 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Circumferential Flaws ā Service Level A Conditions |
| 561 | C-5310-2 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Circumferential Flaws ā Service Level B Conditions |
| 562 | C-5310-3 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Circumferential Flaws ā Service Level C Conditions |
| 563 | C-5310-4 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Circumferential Flaws ā Service Level D Conditions |
| 564 | C-5310-5 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Circumferential Flaws ā Pure Membrane Stress |
| 565 | C-5410-1 Allowable EndāofāEvaluationāPeriod Flaw DepthātoāThickness Ratio for Axial Flaws |
| 572 | C-6200-1 Flowchart for Allowable Flaw Size Determination for Ductile Fracture Using EPFM Method |
| 573 | C-6330-1 Load Multipliers for Ferritic Steel Base Metals, Weldments, and CF8M or Equivalent Chemical Composition Cast Product C-6330-2 Load Multipliers for Ferritic Steel Base Metals and Weldments for UserāSpecified Data |
| 575 | C-6330-2M Load Multipliers for Ferritic Steel Base Metals and Weldments for UserāSpecified Data |
| 576 | C-6430-1 Coefficients Cn of Z0 Equation for Z-Factor Based on Fracture Toughness, JIc |
| 580 | C-7200-1 Flowchart for Allowable Flaw Size Determination for Nonductile Fracture Using LEFM Methods |
| 587 | C-8321-1 Material Properties for Ferritic Steel Base Metals and Weldments ā Circumferential Flaws |
| 588 | C-8321-2 Temperature for Onset of Upper-Shelf Behavior for Axial and Circumferential Flaws in Ferritic Steel Base Metals and Weldments C-8322-1 Material Properties for Ferritic Steel Base Metals and Weldments ā Axial Flaws |
| 589 | C-8410-1 Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments |
| 590 | C-8410-1M Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments |
| 591 | C-8410-2 Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 608Ā°F |
| 592 | C-8410-2M Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 320Ā°C |
| 593 | C-8510-1 Constants for SCC Model for PWR Environment (U.S. Customary Units) C-8510-1M Constants for SCC Model for PWR Environment (SI Units) |
| 594 | C-8510-1 SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 617Ā°F |
| 595 | C-8510-1M SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 325Ā°C |
| 596 | C-8510-2 SCC Curves for Alloy 600, 182, and 132 in BWR Environment |
| 597 | C-8510-2M SCC Curves for Alloy 600, 182, and 132 in BWR Environment C-8520-1 BWR SCC Growth Rate Parameters (U.S. Customary Units) |
| 598 | C-8520-1 IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments C-8520-1M BWR SCC Growth Rate Parameters (SI Units) |
| 599 | C-8520-1M IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments |
| 602 | E-1 Maximum Allowable Pressure as a Function of Tc ā RTNDT for Isothermal Pressure Transients [ĪTc/Īt < 10Ā°F/hr (5.5Ā°C/h)] for Design Pressures Greater Than 2,400 psig (16.5 MPa) E-2 Input for Plant and Event Specific Linear Elastic Fracture Mechanics Analytical Evaluation |
| 605 | G-2110-1 Materials With Specified Minimum Yield Strength Greater Than 50 ksi (350 MPa) But Not Exceeding 90 ksi (620 MPa) Permitted to Use Figure G-2210-1 (Figure G-2210-1M) |
| 615 | G-2210-1 Reference Critical Stress Intensity Factor for Material |
| 616 | G-2210-1M Reference Critical Stress Intensity Factor for Material |
| 617 | G-2214-1 Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws |
| 618 | G-2214-1M Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws |
| 619 | G-2214-2 Through-Wall Temperature Difference vs. Wall Depth for Heatup or Cooldown |
| 620 | G-2223-1 Postulated Nozzle Corner Defect |
| 631 | H-4200-1 Specified Structural Factors for Circumferential Flaws |
| 632 | H-4300-1 Failure Assessment Diagram for Ferritic Piping H-4200-2 Specified Structural Factors for Axial Flaws |
| 633 | H-4300-2 Failure Assessment Diagram for Austenitic Piping H-4400-1 Circumferential Flaw Geometry |
| 634 | H-4400-2 Axial Flaw Geometry |
| 636 | J-1000-1 Decision Tree |
| 652 | K-4310-1 Comparison of the Slopes of the Applied JāIntegral Curve and the JāR Curve K-4320-1 Failure Assessment Diagram for the OneāQuarter Wall Thickness Flaw |
| 653 | K-4320-1 Coordinates of the Failure Assessment Diagram Curves of Figure K-4320-1 |
| 654 | K-4330-1 Illustration of the JāIntegral/Tearing Modulus Procedure |
| 660 | L-3110-1 Flowchart for Flaw Tolerance Analytical Evaluation |
| 661 | L-3210-1 Ferritic Piping Postulated Equivalent Single Crack Aspect Ratios (a/ā) |
| 662 | L-3210-2 Austenitic Piping Postulated Equivalent Single Crack Aspect Ratios (a/ā) |
| 663 | L-3420-1 Successive Inspection Schedule |
| 668 | N-1000-1 Selected Personnel Qualification Requirements From Referenced Sources |
| 673 | O-2200-1 Flaw Characterization ā Circumferential Flaws |
| 674 | O-2200-2 Flaw Characterization ā Axial Flaws |
| 683 | Q-4100-1 Extent of Volumetric Acceptance Examination |
| 684 | Q-4300-1 Preservice and Inservice Examination Volume |
| 686 | R-1320-1 PRA Technical Adequacy Requirements |
| 689 | R-2500-1 Examination Category RāA, RiskāInformed Piping Examinations |
| 691 | R-2500-1 Socket Welds |
| 698 | R-S1-1 Overview RiskāInformed Selection Process |
| 701 | R-S1-1 Definition of Failure Probability Estimates for Pipe Segments |
| 703 | R-S1-2 Structural Element Selection Matrix |
| 704 | R-S1-2 Estimates for Piping Leak Frequencies |
| 711 | R-S2-1 Risk Evaluation Process |
| 712 | R-S2-1 Degradation Mechanisms |
| 713 | R-S2-2 Degradation Mechanism Category |
| 714 | R-S2-3 Consequence Categories for Initiating Event Impact of Group R-S2-4 Quantitative Indices for Consequence Categories |
| 715 | R-S2-5 Guidelines for Assigning Consequence Categories to Failures Resulting in System or Train Loss R-S2-6 Consequence Categories for Combination Impact Group |
| 716 | R-S2-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated Loca Outside of Containment R-S2-8 Risk Matrix |
| 722 | RRA-1 Report of Contracted Repair/Replacement Activity |
| 724 | T-1 Guide for Completing Form RRA-1 |
| 731 | U-S1-4.2.1-1 Through-Wall Flaw Geometry |
| 732 | U-S1-4.2.2-1 Separation Requirements for Adjacent Thinned Areas |
| 733 | U-S1-4.2.2-2 Illustration of Nonplanar Flaw Due to Wall Thinning |
| 734 | U-S1-4.2.2-3 Allowable Wall Thickness and Length of Locally Thinned Area |
| 735 | U-S1-4.2.2-4 Illustration of Through-wall Nonplanar Flaw Due to Wall Thinning |
| 736 | U-S1-4.2.2-5 Illustration of Adjusted Wall Thickness and Equivalent Hole Diameters |
| 737 | U-S1-4.2.3-1 Flaw Growth Rate for IGSCC in Austenitic Piping |
| 738 | U-S1-4.2.3-2 Flaw Growth Rate for TGSCC in Austenitic Piping |
| 744 | U-S2-2.1 Overall Methodology |
| 745 | U-S2-2.2-1 Illustration of Nonplanar Part-Through-Wall Degradation Due to Wall Thinning |
| 746 | U-S2-2.2-2 Illustration of Nonplanar Through-Wall Degradation Due to Wall Thinning |
| 747 | U-S2-4.3-1 Allowable Wall Thickness and Length of Locally Thinned Area |
| 750 | W-3200-1 Stress Limits for Design and Service Loadings |
| 759 | Y-2223-1 Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments |
| 760 | Y-2223-1M Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments |
| 764 | Y-2412-1 Reference Stress Corrosion Crack Growth Rate for Austenitic Stainless Steels in Light-Water Reactor Environments at 70 ksi and 140 ksi Irradiated Yield Stress and 550Ā°F |
| 765 | Y-2412-1M Reference Stress Corrosion Crack Growth Rate for Austenitic Stainless Steels in Light-Water Reactor Environments at 483 MPa and 965 MPa Irradiated Yield Stress and 288Ā°C |
| 766 | Y-2412-2 Effect of Dose, Material Category, and Pre-Irradiation Strengthening Parameter, r, on Irradiated Yield Stress, Ļ0.2, of Austenitic Stainless Steels, Curves Plotted at 550Ā°F (288Ā°C) Y-2412-1 Environmental Applicability Limits |
| 767 | Y-2420-1 Parameters Cā², Ī½, Ī² for Calculating Irradiation-Assisted Stress Corrosion Crack Growth Rate at 550Ā°F (288Ā°C) |
| 769 | Y-3222-1 Flow Chart of Calculational Procedure to Determine EAF Cracking Susceptibility |
| 771 | Y-3223-1 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Susceptible to EAF Cracking in Water Environments |
| 772 | Y-3223-2 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Not Susceptible to EAF Cracking in Water Environments |
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