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ASME BPVC III 5 2019

ASME BPVC III 5 2019

$290.00

ASME BPVC – III – 5 -2019 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors

Published By Publication Date Number of Pages
ASME 2019 604
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Division 5 of Section III of the BPVC provides construction rules for high-temperature reactors, including both high-temperature, gas-cooled reactors (HTGRs) and liquid-metal reactors (LMRs). These rules are for components exceeding the temperature in Division 1 and are meant for components experiencing temperatures that are equal, to or higher than, 700oF (370oC) for ferritic materials or 800oF (425oC) for austenitic stainless steels or high nickel alloys. Importantly, Division 5 also contains the new rules pertaining to graphite core components. These new rules include general requirements, plus design and construction rules, for graphite. Irradiation effects on graphite are addressed, as are the features of probabilistic design reflected in the determination of graphite material strength properties. Division 5 reflects new, safety-criteria approaches for nuclear power plants—accumulating rules conveniently into one, single book format. These rules have been updated and improved over those still in Code Case format. Various industries are beginning to appreciate the unique advantages that exist with nuclear power plants that operate at elevated temperatures. For example, HTGRs can yield higher operating efficiencies, provide not only electrical power but also process heat for other industries, and can be designed to be passively-safe. 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. Intended for those nuclear facilities and power plants that experience operating temperatures that exceed the limits established in Section III, Division 1. At this time, both high temperature gas-cooled reactors and liquid metal reactors are identified as being within the scope of these Division 5 rules.

PDF Catalog

PDF Pages PDF Title
64 HAA-1130-1 Values of Tmax for Various Classes of Permitted Materials
67 HAA-7100-1 Standards and Specifications Referenced in Division 5 Associated With Metallic Components
83 HAB-3255-1 Document Distribution for Design and Construction of Core Components and Assemblies
87 HAB-4134.17-1 Lifetime Quality Assurance Records
HAB-4134.17-2 Nonpermanent Quality Assurance Records
96 HAB-7100-1 Standards and Specifications Referenced in This Subpart and Subsection HH
99 HAB-8100-1 Certificates Issued by the Society for Construction of Nuclear Core Components and Core Assemblies
113 HBB-3133-1 Size Restrictions on Connections
120 HBB-3217-1 Classification of Stress Intensity in Vessels for Some Typical Cases
122 HBB-3217-2 Classification of Stress Intensity in Piping, Typical Cases
123 HBB-3221-1 Flow Diagram for Elevated Temperature Analysis
125 HBB-3224-1 Use‐Fractions for Membrane Stress
126 HBB-3224-2 Use‐Fractions for Membrane Plus Bending Stress
128 HBB-3225-1 Tensile Strength Values, Su
129 HBB-3225-2 Tensile and Yield Strength Reduction Factor Due to Long Time Prior Elevated Temperature Service
HBB-3225-3A Yield Strength Reduction Factors for 21/4Cr‐1Mo
130 HBB-3225-3B Tensile Strength Reduction Factors for 21/4Cr‐1Mo
131 HBB-3225-4 Tensile Strength Reduction Factors for 9Cr‐1Mo‐V
135 HBB-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
HBB-3352-1 Typical Butt Joints
136 HBB-3354-1 Permissible Attachment Weld Location
137 HBB-3361-1 Category A and B Joints Between Sections of Unequal Thickness
138 HBB-3410.2-1 Typical Single Volute Casing
HBB-3410.2-2 Typical Double Volute Casing
139 HBB-3421.11-1 Minimum Tangential Inlet and Outlet Wall Thickness
141 HBB-3642.1-1 Bend Radius Versus Thickness
146 HBB-4212-1 Permissible Time/Temperature Conditions for Material Which Has Been Cold Worked >5% and <20% and Subjected to Short‐Time High Temperature Transients
158 HBB-I-14.1(a) Permissible Base Materials for Structures Other Than Bolting
159 HBB-I-14.1(b) Permissible Weld Materials
160 HBB-I-14.2 So — Maximum Allowable Stress Intensity, ksi (MPa), for Design Condition Calculations
161 HBB-I-14.3A Smt — Type 304 SS
162 HBB-I-14.3A Smt — Allowable Stress Intensity Values, 1,000 psi, Type 304 SS — 30‐YS, 75‐UTS (30‐YS, 70‐UTS)
163 HBB-I-14.3B Smt — Type 316 SS
164 HBB-I-14.3B Smt — Allowable Stress Intensity Values, 1,000 psi, Type 316 SS — 30‐YS, 75‐UTS (30‐YS, 70‐UTS)
165 HBB-I-14.3C Smt — Ni‐Fe‐Cr (Alloy 800H)
166 HBB-I-14.3C Smt — Allowable Stress Intensity Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
167 HBB-I-14.3D Smt — 21/4Cr‐1Mo
168 HBB-I-14.3D Smt — Allowable Stress Intensity Values, ksi (MPa), 21/4Cr‐1Mo
169 HBB-I-14.3E Smt — 9Cr‐1Mo‐V
170 HBB-I-14.4A St — Type 304 SS
HBB-I-14.3E Smt — Allowable Stress Intensity Values, ksi (MPa), 9Cr‐1Mo‐V
171 HBB-I-14.4A St — Allowable Stress Intensity Values, 1,000 psi (MPa), Type 304 SS
172 HBB-I-14.4B St — Type 316 SS
173 HBB-I-14.4B St — Allowable Stress Intensity Values, 1,000 psi (MPa), Type 316 SS
174 HBB-I-14.4C St — Ni‐Fe‐Cr (Alloy 800H)
175 HBB-I-14.4C St — Allowable Stress Intensity Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
176 HBB-I-14.4D St — 21/4Cr‐1Mo
177 HBB-I-14.4D St — Allowable Stress Intensity Values, ksi (MPa), 21/4Cr‐1Mo
178 HBB-I-14.4E St — 9Cr‐1Mo‐V
179 HBB-I-14.4E St — Allowable Stress Intensity Values, ksi (MPa), 9Cr‐1Mo‐V
180 HBB-I-14.5 Yield Strength Values, Sy, Versus Temperature
181 HBB-I-14.6A Minimum Stress‐to‐Rupture
182 HBB-I-14.6A Expected Minimum Stress‐to‐Rupture Values, 1,000 psi (MPa), Type 304 SS
183 HBB-I-14.6B Minimum Stress‐to‐Rupture
184 HBB-I-14.6B Expected Minimum Stress‐to‐Rupture Values, 1,000 psi (MPa), Type 316 SS
185 HBB-I-14.6C Minimum Stress‐to‐Rupture — Ni‐Fe‐Cr (Alloy 800H)
186 HBB-I-14.6C Expected Minimum Stress‐to‐Rupture Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
187 HBB-I-14.6D 21/4Cr‐1Mo — 100% of the Minimum Stress‐to‐Rupture
HBB-I-14.6D 21/4Cr‐1Mo — Expected Minimum Stress‐to‐Rupture Values, ksi (MPa)
188 HBB-I-14.6E Minimum Stress‐to‐Rupture, Alloy 718
HBB-I-14.6E Expected Minimum Stress‐to‐Rupture Values, ksi (MPa), Ni‐Cr‐Fe‐Mo‐Cb (Alloy 718)
189 HBB-I-14.6F 9Cr‐1Mo‐V — Expected Minimum Stress‐to‐Rupture, ksi (MPa)
190 HBB-I-14.6F 9Cr‐1Mo‐V, Sr — Expected Minimum Stress‐to‐Rupture Values, ksi (MPa)
191 HBB-I-14.10A-1 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 E 308T and E 308LT; SFA-5.4 E 308 and E 308L; and SFA-5.9 ER 308 and ER 308L
HBB-I-14.10A-2 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 EXXXT‐G (16‐8‐2 Chemistry); SFA-5.4 E 16‐8‐2; and SFA-5.9 ER 16‐8‐2
192 HBB-I-14.10A-3 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 E 316T and E 316LT‐1, ‐2, and ‐3; SFA-5.4 E 316 and E 316L; and SFA-5.9 ER 316 and ER 316L
193 HBB-I-14.10B-1 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 E 308T and E 308L T; SFA-5.4 E 308 and E 308L; and SFA-5.9 ER 308 and ER 308L
194 HBB-I-14.10B-2 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 EXXXT‐G (16‐8‐2 Chemistry); SFA-5.4 E 16‐8‐2; and SFA-5.9 ER 16‐8‐2
195 HBB-I-14.10B-3 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 E 316T and E 316LT‐1 and ‐2; SFA-5.4 E 316 and E 316L; and SFA-5.9 ER 316 and ER 316L
196 HBB-I-14.10C-1 Stress Rupture Factors for Alloy 800H Welded With SFA-5.11 ENiCrFe‐2 (INCO A)
197 HBB-I-14.10C-2 Stress Rupture Factors for Alloy 800H Welded With SFA-5.14 ERNiCr‐3 (INCO 82)
198 HBB-I-14.10D-1 Stress Rupture Factors for 21/4Cr‐1Mo (60/30) Welded With SFA-5.28 E 90C‐B3; SFA-5.28 ER 90S‐B3; SFA-5.5 E 90XX‐B3 (>0.05C); SFA-5.23 EB 3; SFA-5.23 ECB 3 (>0.05C); SFA-5.29 E 90T1‐B3 (>0.05C)
HBB-I-14.10E-1 Stress Rupture Factors for 9Cr‐1Mo‐V Welded With SFA-5.28 ER 90S‐B9; SFA-5.5 E90XX‐B9; SFA-5.23 EB9
199 HBB-I-14.11 Permissible Materials for Bolting
HBB-I-14.12 So Values for Design Conditions Calculation of Bolting Materials So Maximum Allowable Stress Intensity, ksi (MPa)
200 HBB-I-14.13A Smt — Allowable Stress Intensity, Type 304 SS, Bolting
HBB-I-14.13B Smt — Allowable Stress Intensity, Type 316 SS, Bolting
201 HBB-I-14.13C Smt — Allowable Stress, Alloy 718, Bolting
HBB-I-14.13C Smt — Allowable Stress Values, ksi (MPa), Alloy 718, Bolting
205 HBB-II-3000-1 Smt Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
206 HBB-II-3000-2 St Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
207 HBB-II-3000-3 Stress-to-Rupture (Minimum) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
208 HBB-II-3000-4 Isochronous Stress–Strain Curves for 700°F (371°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
209 HBB-II-3000-5 Isochronous Stress–Strain Curves for 750°F (399°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
210 HBB-II-3000-6 Isochronous Stress–Strain Curves for 800°F (427°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
211 HBB-II-3000-7 Isochronous Stress–Strain Curves for 850°F (454°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
212 HBB-II-3000-8 Isochronous Stress–Strain Curves for 900°F (482°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
213 HBB-II-3000-9 Isochronous Stress–Strain Curves for 950°F (510°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
214 HBB-II-3000-10 Isochronous Stress–Strain Curves for 1,000°F (538°C) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
215 HBB-II-3000-11 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
216 HBB-II-3000-12 Creep–Fatigue Damage Envelope for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
217 HBB-II-3000-13 St Versus Time-Isothermal Curves for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
218 HBB-II-3000-14 Minimum Stress Rupture as a Function of Time and Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
HBB-II-3000-1 Smt — Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa)
219 HBB-II-3000-2 St — Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa)
HBB-II-3000-3 Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, Sm Yield Strength and Tensile Strength Versus Temperature
HBB-II-3000-4 Expected Minimum Stress-to-Rupture Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa)
HBB-II-3000-5 Modulus of Elasticity Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
220 HBB-II-3000-6 Instantaneous Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
HBB-II-3000-7 Mean Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
HBB-II-3000-8 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 Up to 1,000°F (540°C)
226 HBB-T-1323 Temperatures at Which Sm = St at 105 hr
227 HBB-T-1324 Values of the r and s Parameters
229 HBB-T-1332-1 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test Nos. B‐1 and B‐3
230 HBB-T-1332-2 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test No. B‐2
232 HBB-T-1411-1
234 HBB-T-1420-1A Design Fatigue Strain Range, ϵt, for 304 SS
236 HBB-T-1420-1B Design Fatigue Strain Range, ϵt, for 316 SS
238 HBB-T-1420-1C Design Fatigue Strain Range, ϵt, for Ni‐Fe‐Cr Alloy 800H
240 HBB-T-1420-1D Design Fatigue Strain Range, ϵt, for 21/4Cr‐1Mo Steel
241 HBB-T-1420-1E Design Fatigue Strain Range, ϵt, for 9Cr‐1Mo‐V Steel
242 HBB-T-1420-2 Creep–Fatigue Damage Envelope
HBB-T-1432-1 Stress–Strain Relationship
243 HBB-T-1432-2 Inelastic Multiaxial Adjustments
244 HBB-T-1432-3 Adjustment for Inelastic Biaxial Poisson’s Ratio
246 HBB-T-1433-1 Methods of Determining Relaxation
HBB-T-1433-2 Stress‐Relaxation Limits for Creep Damage
247 HBB-T-1433-3 Stress‐Relaxation Limits for Creep Damage
248 HBB-T-1433-4 Envelope Stress‐Time History for Creep Damage Assessment
250 HBB-T-1521-1 Time‐Independent Buckling Factors
HBB-T-1522-1 Time‐Dependent Load-Controlled Buckling Factors
251 HBB-T-1522-1 Time–Temperature Limits for Application of Section II External Pressure Charts
252 HBB-T-1522-2 Time–Temperature Limits for Application of Section II External Pressure Charts
253 HBB-T-1522-3 Temperature Limits for Application of Section II External Pressure Charts
254 HBB-T-1820-1
255 HBB-T-1800-A-1 Average Isochronous Stress–Strain Curves
256 HBB-T-1800-A-2 Average Isochronous Stress–Strain Curves
257 HBB-T-1800-A-3 Average Isochronous Stress–Strain Curves
258 HBB-T-1800-A-4 Average Isochronous Stress–Strain Curves
259 HBB-T-1800-A-5 Average Isochronous Stress–Strain Curves
260 HBB-T-1800-A-6 Average Isochronous Stress–Strain Curves
261 HBB-T-1800-A-7 Average Isochronous Stress–Strain Curves
262 HBB-T-1800-A-8 Average Isochronous Stress–Strain Curves
263 HBB-T-1800-A-9 Average Isochronous Stress–Strain Curves
264 HBB-T-1800-A-10 Average Isochronous Stress–Strain Curves
265 HBB-T-1800-A-11 Average Isochronous Stress–Strain Curves
266 HBB-T-1800-A-12 Average Isochronous Stress–Strain Curves
267 HBB-T-1800-A-13 Average Isochronous Stress–Strain Curves
268 HBB-T-1800-A-14 Average Isochronous Stress–Strain Curves
269 HBB-T-1800-A-15 Average Isochronous Stress–Strain Curves
270 HBB-T-1800-B-1 Average Isochronous Stress–Strain Curves
271 HBB-T-1800-B-2 Average Isochronous Stress–Strain Curves
272 HBB-T-1800-B-3 Average Isochronous Stress–Strain Curves
273 HBB-T-1800-B-4 Average Isochronous Stress–Strain Curves
274 HBB-T-1800-B-5 Average Isochronous Stress–Strain Curves
275 HBB-T-1800-B-6 Average Isochronous Stress–Strain Curves
276 HBB-T-1800-B-7 Average Isochronous Stress–Strain Curves
277 HBB-T-1800-B-8 Average Isochronous Stress–Strain Curves
278 HBB-T-1800-B-9 Average Isochronous Stress–Strain Curves
279 HBB-T-1800-B-10 Average Isochronous Stress–Strain Curves
280 HBB-T-1800-B-11 Average Isochronous Stress–Strain Curves
281 HBB-T-1800-B-12 Average Isochronous Stress–Strain Curves
282 HBB-T-1800-B-13 Average Isochronous Stress–Strain Curves
283 HBB-T-1800-B-14 Average Isochronous Stress–Strain Curves
284 HBB-T-1800-B-15 Average Isochronous Stress–Strain Curves
285 HBB-T-1800-C-1 Average Isochronous Stress–Strain Curves
286 HBB-T-1800-C-2 Average Isochronous Stress–Strain Curves
287 HBB-T-1800-C-3 Average Isochronous Stress–Strain Curves
288 HBB-T-1800-C-4 Average Isochronous Stress–Strain Curves
289 HBB-T-1800-C-5 Average Isochronous Stress–Strain Curves
290 HBB-T-1800-C-6 Average Isochronous Stress–Strain Curves
291 HBB-T-1800-C-7 Average Isochronous Stress–Strain Curves
292 HBB-T-1800-C-8 Average Isochronous Stress–Strain Curves
293 HBB-T-1800-C-9 Average Isochronous Stress–Strain Curves
294 HBB-T-1800-C-10 Average Isochronous Stress–Strain Curves
295 HBB-T-1800-C-11 Average Isochronous Stress–Strain Curves
296 HBB-T-1800-C-12 Average Isochronous Stress–Strain Curves
297 HBB-T-1800-D-1 Average Isochronous Stress–Strain Curves
298 HBB-T-1800-D-2 Average Isochronous Stress–Strain Curves
299 HBB-T-1800-D-3 Average Isochronous Stress–Strain Curves
300 HBB-T-1800-D-4 Average Isochronous Stress–Strain Curves
301 HBB-T-1800-D-5 Average Isochronous Stress–Strain Curves
302 HBB-T-1800-D-6 Average Isochronous Stress–Strain Curves
303 HBB-T-1800-D-7 Average Isochronous Stress–Strain Curves
304 HBB-T-1800-D-8 Average Isochronous Stress–Strain Curves
305 HBB-T-1800-D-9 Average Isochronous Stress–Strain Curves
306 HBB-T-1800-D-10 Average Isochronous Stress–Strain Curves
307 HBB-T-1800-D-11 Average Isochronous Stress–Strain Curves
308 HBB-T-1800-E-1 Average Isochronous Stress–Strain Curves
HBB-T-1800-E-2 Average Isochronous Stress–Strain Curves
309 HBB-T-1800-E-3 Average Isochronous Stress–Strain Curves
HBB-T-1800-E-4 Average Isochronous Stress–Strain Curves
310 HBB-T-1800-E-5 Average Isochronous Stress–Strain Curves
HBB-T-1800-E-6 Average Isochronous Stress–Strain Curves
311 HBB-T-1800-E-7 Average Isochronous Stress–Strain Curves
HBB-T-1800-E-8 Average Isochronous Stress–Strain Curves
312 HBB-T-1800-E-9 Average Isochronous Stress–Strain Curves
HBB-T-1800-E-10 Average Isochronous Stress–Strain Curves
313 HBB-T-1800-E-11 Average Isochronous Stress–Strain Curves
315 HBB-U-1 Recommended Restrictions
320 HBB-Y-3000-1 Conceptual Creep–Fatigue Damage Envelope
333 HCB-4215-1 Permissible Time/Temperature Conditions for Material That Has Been Cold Worked >5% and <20% and Subjected to Short-Time, High-Temperature Transients
340 HCB-I-2000-1 Stress Range Reduction Factor
HCB-I-2000-2 Maximum Number of Cycles, N1, Permissible With f = 1
343 HCB-II-1000-1 Determination of Allowable Stress, S, for Class B Components
345 HCB-II-2000-1 Allowable Stress Values for Ferritic Steel Class B Components
350 HCB-II-2000-2 Allowable Stress Values for Class B Bolting Materials
352 HCB-II-2000-3 Allowable Stress Values for Austenitic Steel Class B Components
359 HCB-II-2000-4 Allowable Stress Values for High-Nickel Alloy Class B Components
360 HCB-II-2000-5 Reduction Factors for Aging
361 HCB-II-3000-1 Allowable Stress Values for Ferritic Steel Class B Components
363 HCB-II-3000-2 Allowable Stress Values for Class B Bolting
364 HCB-II-3000-3 Allowable Stress Values for Austenitic Steel Class B Components
368 HCB-II-3000-4 Allowable Stress Values for High-Nickel Alloy Class B Components
369 HCB-II-3000-5 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 304 SS Weldments
HCB-II-3000-6 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 316 SS Weldments
370 HCB-II-3000-7 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for Alloy 800H Weldments
HCB-II-3000-8 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 21/4Cr–1Mo Weldments
HCB-II-3000-9 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for Modified 9Cr–1Mo Weldments
372 HCB-III-1000-1 Time–Temperature Limits for Service Level A and B Events
HCB-III-1000-1 Maximum Metal Temperatures During Level C Events
388 HGB-3217-1 Classification of Stress Intensity for Some Typical Cases
391 HGB-3224-1 Use-Fractions for Membrane Stress
HGB-3224-2 Use-Fractions for Membrane Plus Bending Stress
400 HGB-5223-1 Full Penetration Corner Weld Details for Category C Joints
401 HGB-5224.2-1 Nozzles Joined by Full Penetration Corner Welds
402 HGB-5224.3-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles
403 HGB-5224.4-1 Oblique Connections
408 HGB-II-2121-1 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
410 HGB-II-2121-2 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
412 HGB-II-2121-3 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure Applications
415 HGB-II-2121-4 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Threaded Structural Fastener Applications
422 HGB-II-3222.4-1 Design Fatigue Limits for Solution Annealed Type 304SS
423 HGB-II-3222.4-2 Design Fatigue Limits for Solution Annealed Type 316SS
424 HGB-II-3222.4-3 Design Fatigue Limits for Ni–Cr–Fe Alloy 800H
425 HGB-II-3222.4-4 Design Fatigue Limits for 21/4Cr–1Mo Steel
426 HGB-II-3229-1 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
428 HGB-II-3229-2 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
430 HGB-II-3229-3 Yield Strength Values, Sy, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure and Threaded Structural Fastener Applications
431 HGB-II-3229-4 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
433 HGB-II-3229-5 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
434 HGB-II-3229-6 Tensile Strength Values, Su, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure and Threaded Structural Fastener Applications
438 HGB-III-2000-1 Time-Independent Buckling Limits
441 HGB-IV-1000-1 Time at Elevated Temperature, hr
444 HHA-1400-1 Jurisdictional Boundary for Graphite Core Components and Assemblies — Circumferential Section View
445 HHA-1400-2 Jurisdictional Boundary for Graphite Core Components and Assemblies — Longitudinal Section View
462 HHA-3141-1 Dependence of Strength on Weight Loss in Uniformly Oxidized Graphite of Classes IIHP or INHP
HHA-3141-2 Dependence of Strength on Weight Loss in Uniformly Oxidized Graphite of Classes EIHP, ENHP, MIHP, and MNHP
463 HHA-3221-1 Design Allowable Stresses Flowchart for SRC-1 Graphite Core Component
HHA-3221-1 Design Allowable Probability of Failure
467 HHA-4222-1 Prohibited and Controlled Substances
474 MDS-1 Material Data Sheet (SI Units)
475 MDS-2 Material Data Sheet (U.S. Customary)
476 HHA-II-2000-1 Notes on Material Data Sheet, Forms MDS-1 and MDS-2
480 HHA-II-3100-1 Correction Factor T of the Shape Parameter M of Two-Parameter Weibull Distribution (γ = 0.95)
HHA-II-3100-2 Correction Factor T’ of the Characteristic Value Sc of Two-Parameter Weibull Distribution (γ = 0.95)
487 HHA-A-1100-1
488 HHA-1160-1 Extrusion
489 HHA-1160-2 Molding
509 HHB-3221-1 Allowable Stresses Flowchart for SRC-1 and SRC-3 Composite Core Components
HHB-3221-1 Allowable Probability of Failure
522 HHB-I-1120-1 Mandatory Ceramic Composite Material Descriptors and Properties
526 MDS-3 Material Data Sheet — Ceramic Composite Material (SI Units)
541 MDS-4 Material Data Sheet — Ceramic Composite Material (U.S. Customary Units)
556 HHB-II-2000-1 Notes on Material Data Sheet, Forms MDS-3 and MDS-4
560 HHB-II-3300-1 Stress–Strain Curves for WIC Composites
561 HHB-II-3300-2 On-Axis (0 deg/90 deg) and Off-Axis (±45 deg) Tensile Loading
HHB-II-3300-3 Stress–Strain Curves for WMC Composites
571 HHB-III-3100-1 Properties of As-Manufactured Ceramic Composite Materials
576 HHB-B-1100-1 Three Commonly Accepted Classifications of Composites Based on Type of Matrix
577 HHB-B-1100-2 Comparison of Tensile Stress–Strain Response of Monolithic and Composite Ceramics Along With Fracture Surfaces of CMCs Showing Artifacts of Energy-Absorptive Mechanisms (i.e., Fiber Debond and Pullout)
579 HHB-B-1310-1 Specific Strength as a Function of Temperature (Note Advantages of CMCs)
HHB-B-1310-2 Damage and Fracture in a CMC Showing the Fiber Reinforcement, Interfacial Coating (Interphase), and the Matrix
580 HHB-B-1410-1 Examples of Key Properties of SiC-Based Fibers for High Temperature CMCs
581 HHB-B-1430-1 Examples of Fiber Architectures
583 HHB-B-1511-1 Tensile Stress–Strain Response of a 2D Woven CMC Showing Strain-Softening Behavior
584 HHB-B-1513-1 Circumferential (Hoop) and Longitudinal Stress–Strain Response of an Interlocked 3D Braided SiC–SiC CMC
HHB-B-1512-1 Comparison of Strengths for 2D Woven CMCs
585 HHB-B-1520-1 Thermal Conductivity Parallel and Perpendicular to Fibers in a C–C–SiC CMC
HHB-B-1520-1 Examples of Thermal and Electrical Response for Selected 2D Woven CMCs
586 HHB-B-2000-1 CMCs in Nuclear Applications
592 HHB-C-1300-1 Microcrack Initiation and Propagation in a 2D CMC Reflecting Cumulative Damage Process at Increasing Strain
HHB-C-1300-2 Fracture Surfaces of a CMC Resulting From Macrocrack Propagation Culminating in Fiber Debond/Pullout
594 HHB-C-1310-1 Comparison of Tensile Stress–Strain Response of Unreinforced Matrix (i.e., Monolithic) and Composite Ceramic With Callouts for Various Energy-Absorptive Fracture Surfaces in CMCs
595 HHB-C-1320-1 Load/Unload/Reload Stress–Strain Curves and Cumulative Damage for a 2D Woven SiC–SiC CMC
596 HHB-C-1320-2 Stress–Strain Curve, Acoustic Emission Energy, and Maximum and Residual Resistance Changes Versus Strain

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