🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
ASME BPVC III 5 2021

ASME BPVC III 5 2021

$377.00

ASME BPVC – III – 5 -2021 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors

Published By Publication Date Number of Pages
ASME 2021 640
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

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, 700F (370C) for ferritic materials or 800F (425C) 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 plantsâ??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
66 HAA-1130-1 Values of Tmax for Various Classes of Permitted Materials
69 HAA-7100-1 Standards and Specifications Referenced in Division 5 Associated With Metallic Components
71 HAA-8110-1 Certificates and Certification Mark Issued by the Society for Construction of High Temperature Reactor Metallic Components
88 HAB-3255-1 Document Distribution for Design and Construction of Core Components and Assemblies
92 HAB-4134.17-1 Lifetime Quality Assurance Records
HAB-4134.17-2 Nonpermanent Quality Assurance Records
102 HAB-7100-1 Standards and Specifications Referenced in This Subpart and Subsection HH
105 HAB-8100-1 Certificates Issued by the Society for Construction of Nuclear Core Components and Core Assemblies
120 HBB-3133-1 Size Restrictions on Connections
127 HBB-3217-1 Classification of Stress Intensity in Vessels for Some Typical Cases
129 HBB-3217-2 Classification of Stress Intensity in Piping, Typical Cases
130 HBB-3221-1 Flow Diagram for Elevated Temperature Analysis
132 HBB-3224-1 Use‐Fractions for Membrane Stress
133 HBB-3224-2 Use‐Fractions for Membrane Plus Bending Stress
135 HBB-3225-1 Tensile Strength Values, Su
136 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
137 HBB-3225-3B Tensile Strength Reduction Factors for 21/4Cr‐1Mo
138 HBB-3225-4 Tensile Strength Reduction Factors for 9Cr‐1Mo‐V
142 HBB-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
143 HBB-3352-1 Typical Butt Joints
144 HBB-3354-1 Permissible Attachment Weld Location
HBB-3361-1 Category A and B Joints Between Sections of Unequal Thickness
145 HBB-3410.2-1 Typical Single Volute Casing
HBB-3410.2-2 Typical Double Volute Casing
146 HBB-3421.11-1 Minimum Tangential Inlet and Outlet Wall Thickness
149 HBB-3642.1-1 Bend Radius Versus Thickness
153 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
165 HBB-I-14.1(a) Permissible Base Materials for Structures Other Than Bolting
166 HBB-I-14.1(b) Permissible Weld Materials
167 HBB-I-14.2 So — Maximum Allowable Stress Intensity, ksi (MPa), for Design Condition Calculations
168 HBB-I-14.3A Smt — Type 304 SS
169 HBB-I-14.3A Smt — Allowable Stress Intensity Values, 1,000 psi, Type 304 SS — 30‐YS, 75‐UTS (30‐YS, 70‐UTS)
170 HBB-I-14.3B Smt — Type 316 SS
171 HBB-I-14.3B Smt — Allowable Stress Intensity Values, 1,000 psi, Type 316 SS — 30‐YS, 75‐UTS (30‐YS, 70‐UTS)
172 HBB-I-14.3C Smt — Ni‐Fe‐Cr (Alloy 800H)
173 HBB-I-14.3C Smt — Allowable Stress Intensity Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
174 HBB-I-14.3D Smt — 21/4Cr‐1Mo
175 HBB-I-14.3D Smt — Allowable Stress Intensity Values, ksi (MPa), 21/4Cr‐1Mo
176 HBB-I-14.3E Smt — 9Cr‐1Mo‐V
177 HBB-I-14.4A St — Type 304 SS
HBB-I-14.3E Smt — Allowable Stress Intensity Values, ksi (MPa), 9Cr‐1Mo‐V
178 HBB-I-14.4A St — Allowable Stress Intensity Values, 1,000 psi (MPa), Type 304 SS
179 HBB-I-14.4B St — Type 316 SS
180 HBB-I-14.4B St — Allowable Stress Intensity Values, 1,000 psi (MPa), Type 316 SS
181 HBB-I-14.4C St — Ni‐Fe‐Cr (Alloy 800H)
182 HBB-I-14.4C St — Allowable Stress Intensity Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
183 HBB-I-14.4D St — 21/4Cr‐1Mo
184 HBB-I-14.4D St — Allowable Stress Intensity Values, ksi (MPa), 21/4Cr‐1Mo
185 HBB-I-14.4E St — 9Cr‐1Mo‐V
186 HBB-I-14.4E St — Allowable Stress Intensity Values, ksi (MPa), 9Cr‐1Mo‐V
187 HBB-I-14.5 Yield Strength Values, Sy, Versus Temperature
188 HBB-I-14.6A Minimum Stress‐to‐Rupture
189 HBB-I-14.6A Expected Minimum Stress‐to‐Rupture Values, 1,000 psi (MPa), Type 304 SS
190 HBB-I-14.6B Minimum Stress‐to‐Rupture
191 HBB-I-14.6B Expected Minimum Stress‐to‐Rupture Values, 1,000 psi (MPa), Type 316 SS
192 HBB-I-14.6C Minimum Stress‐to‐Rupture — Ni‐Fe‐Cr (Alloy 800H)
193 HBB-I-14.6C Expected Minimum Stress‐to‐Rupture Values, ksi (MPa), Ni‐Fe‐Cr (Alloy 800H)
194 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)
195 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)
196 HBB-I-14.6F 9Cr‐1Mo‐V — Expected Minimum Stress‐to‐Rupture, ksi (MPa)
197 HBB-I-14.6F 9Cr‐1Mo‐V, Sr — Expected Minimum Stress‐to‐Rupture Values, ksi (MPa)
198 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
199 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
200 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
201 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
202 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
203 HBB-I-14.10C-1 Stress Rupture Factors for Alloy 800H Welded With SFA-5.11 ENiCrFe‐2 (INCO A)
204 HBB-I-14.10C-2 Stress Rupture Factors for Alloy 800H Welded With SFA-5.14 ERNiCr‐3 (INCO 82)
205 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
206 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)
207 HBB-I-14.13A Smt — Allowable Stress Intensity, Type 304 SS, Bolting
HBB-I-14.13B Smt — Allowable Stress Intensity, Type 316 SS, Bolting
208 HBB-I-14.13C Smt — Allowable Stress, Alloy 718, Bolting
HBB-I-14.13C Smt — Allowable Stress Values, ksi (MPa), Alloy 718, Bolting
212 HBB-II-3000-1 Smt Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
213 HBB-II-3000-2 St Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
214 HBB-II-3000-3 Stress-to-Rupture (Minimum) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
215 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
216 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
217 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
218 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
219 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
220 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
221 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
222 HBB-II-3000-11 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
223 HBB-II-3000-12 Creep–Fatigue Damage Envelope for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
224 HBB-II-3000-13 St Versus Time-Isothermal Curves for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
225 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)
226 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
227 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)
233 HBB-T-1323 Temperatures at Which Sm = St at 105 hr
234 HBB-T-1324 Values of the r and s Parameters
236 HBB-T-1332-1 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test No. B‐1
237 HBB-T-1332-2 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test No. B‐2
238 HBB-T-1411-1
240 HBB-T-1420-1A Design Fatigue Strain Range, ϵt, for 304 SS
242 HBB-T-1420-1B Design Fatigue Strain Range, ϵt, for 316 SS
244 HBB-T-1420-1C Design Fatigue Strain Range, ϵt, for Ni‐Fe‐Cr Alloy 800H
246 HBB-T-1420-1D Design Fatigue Strain Range, ϵt, for 21/4Cr‐1Mo Steel
247 HBB-T-1420-1E Design Fatigue Strain Range, ϵt, for 9Cr‐1Mo‐V Steel
249 HBB-T-1420-2 Creep–Fatigue Damage Envelope
251 HBB-T-1432-1 Stress–Strain Relationship
252 HBB-T-1432-2 Inelastic Multiaxial Adjustments
253 HBB-T-1432-3 Adjustment for Inelastic Biaxial Poisson’s Ratio
254 HBB-T-1433-1 Methods of Determining Relaxation
255 HBB-T-1433-2 Stress‐Relaxation Limits for Creep Damage
HBB-T-1433-3 Stress‐Relaxation Limits for Creep Damage
256 HBB-T-1433-4 Envelope Stress‐Time History for Creep Damage Assessment
258 HBB-T-1521-1 Time‐Independent Buckling Factors
HBB-T-1522-1 Time‐Dependent Load-Controlled Buckling Factors
259 HBB-T-1522-1 Time–Temperature Limits for Application of Section II External Pressure Charts
260 HBB-T-1522-2 Time–Temperature Limits for Application of Section II External Pressure Charts
261 HBB-T-1522-3 Temperature Limits for Application of Section II External Pressure Charts
263 HBB-T-1820-1 Temperature and Time Limits for Alloys in Isochronous Stress–Strain Curves
265 HBB-T-1831-1
HBB-T-1831-2
HBB-T-1831-3
266 HBB-T-1831-4
267 HBB-T-1831-1 Average Isochronous Stress–Strain Curves
268 HBB-T-1831-2 Average Isochronous Stress–Strain Curves
269 HBB-T-1831-3 Average Isochronous Stress–Strain Curves
270 HBB-T-1831-4 Average Isochronous Stress–Strain Curves
271 HBB-T-1831-5 Average Isochronous Stress–Strain Curves
272 HBB-T-1831-6 Average Isochronous Stress–Strain Curves
273 HBB-T-1831-7 Average Isochronous Stress–Strain Curves
274 HBB-T-1831-8 Average Isochronous Stress–Strain Curves
275 HBB-T-1831-9 Average Isochronous Stress–Strain Curves
276 HBB-T-1831-10 Average Isochronous Stress–Strain Curves
277 HBB-T-1831-11 Average Isochronous Stress–Strain Curves
278 HBB-T-1831-12 Average Isochronous Stress–Strain Curves
279 HBB-T-1831-13 Average Isochronous Stress–Strain Curves
280 HBB-T-1831-14 Average Isochronous Stress–Strain Curves
281 HBB-T-1831-15 Average Isochronous Stress–Strain Curves
282 HBB-T-1831-16 Average Isochronous Stress–Strain Curves
283 HBB-T-1831-17 Average Isochronous Stress–Strain Curves
285 HBB-T-1832-1
HBB-T-1832-2
286 HBB-T-1832-3
HBB-T-1832-4
287 HBB-T-1832-5
HBB-T-1832-6
288 HBB-T-1832-7
HBB-T-1832-8
289 HBB-T-1832-1 Average Isochronous Stress–Strain Curves
290 HBB-T-1832-2 Average Isochronous Stress–Strain Curves
291 HBB-T-1832-3 Average Isochronous Stress–Strain Curves
292 HBB-T-1832-4 Average Isochronous Stress–Strain Curves
293 HBB-T-1832-5 Average Isochronous Stress–Strain Curves
294 HBB-T-1832-6 Average Isochronous Stress–Strain Curves
295 HBB-T-1832-7 Average Isochronous Stress–Strain Curves
296 HBB-T-1832-8 Average Isochronous Stress–Strain Curves
297 HBB-T-1832-9 Average Isochronous Stress–Strain Curves
298 HBB-T-1832-10 Average Isochronous Stress–Strain Curves
299 HBB-T-1832-11 Average Isochronous Stress–Strain Curves
300 HBB-T-1832-12 Average Isochronous Stress–Strain Curves
301 HBB-T-1832-13 Average Isochronous Stress–Strain Curves
302 HBB-T-1832-14 Average Isochronous Stress–Strain Curves
303 HBB-T-1832-15 Average Isochronous Stress–Strain Curves
304 HBB-T-1832-16 Average Isochronous Stress–Strain Curves
305 HBB-T-1832-17 Average Isochronous Stress–Strain Curves
307 HBB-T-1833-1
308 HBB-T-1833-1 Average Isochronous Stress–Strain Curves
309 HBB-T-1833-2 Average Isochronous Stress–Strain Curves
310 HBB-T-1833-3 Average Isochronous Stress–Strain Curves
311 HBB-T-1833-4 Average Isochronous Stress–Strain Curves
312 HBB-T-1833-5 Average Isochronous Stress–Strain Curves
313 HBB-T-1833-6 Average Isochronous Stress–Strain Curves
314 HBB-T-1833-7 Average Isochronous Stress–Strain Curves
315 HBB-T-1833-8 Average Isochronous Stress–Strain Curves
316 HBB-T-1833-9 Average Isochronous Stress–Strain Curves
317 HBB-T-1833-10 Average Isochronous Stress–Strain Curves
318 HBB-T-1833-11 Average Isochronous Stress–Strain Curves
319 HBB-T-1833-12 Average Isochronous Stress–Strain Curves
320 HBB-T-1833-13 Average Isochronous Stress–Strain Curves
323 HBB-T-1834-1
HBB-T-1834-2
324 HBB-T-1834-1 Average Isochronous Stress–Strain Curves
325 HBB-T-1834-2 Average Isochronous Stress–Strain Curves
326 HBB-T-1834-3 Average Isochronous Stress–Strain Curves
327 HBB-T-1834-4 Average Isochronous Stress–Strain Curves
328 HBB-T-1834-5 Average Isochronous Stress–Strain Curves
329 HBB-T-1834-6 Average Isochronous Stress–Strain Curves
330 HBB-T-1834-7 Average Isochronous Stress–Strain Curves
331 HBB-T-1834-8 Average Isochronous Stress–Strain Curves
332 HBB-T-1834-9 Average Isochronous Stress–Strain Curves
333 HBB-T-1834-10 Average Isochronous Stress–Strain Curves
334 HBB-T-1834-11 Average Isochronous Stress–Strain Curves
336 HBB-T-1835-1
HBB-T-1835-2
337 HBB-T-1835-1 Average Isochronous Stress–Strain Curves
338 HBB-T-1835-2 Average Isochronous Stress–Strain Curves
339 HBB-T-1835-3 Average Isochronous Stress–Strain Curves
340 HBB-T-1835-4 Average Isochronous Stress–Strain Curves
341 HBB-T-1835-5 Average Isochronous Stress–Strain Curves
342 HBB-T-1835-6 Average Isochronous Stress–Strain Curves
343 HBB-T-1835-7 Average Isochronous Stress–Strain Curves
344 HBB-T-1835-8 Average Isochronous Stress–Strain Curves
345 HBB-T-1835-9 Average Isochronous Stress–Strain Curves
346 HBB-T-1835-10 Average Isochronous Stress–Strain Curves
347 HBB-T-1835-11 Average Isochronous Stress–Strain Curves
349 HBB-U-1 Recommended Restrictions
354 HBB-Y-3000-1 Conceptual Creep–Fatigue Damage Envelope
368 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
375 HCB-I-2000-1 Stress Range Reduction Factor
HCB-I-2000-2 Maximum Number of Cycles, N1, Permissible With f = 1
378 HCB-II-1000-1 Determination of Allowable Stress, S, for Class B Components
380 HCB-II-2000-1 Allowable Stress Values for Ferritic Steel Class B Components
385 HCB-II-2000-2 Allowable Stress Values for Class B Bolting Materials
387 HCB-II-2000-3 Allowable Stress Values for Austenitic Steel Class B Components
394 HCB-II-2000-4 Allowable Stress Values for High-Nickel Alloy Class B Components
395 HCB-II-2000-5 Reduction Factors for Aging
396 HCB-II-3000-1 Allowable Stress Values for Ferritic Steel Class B Components
399 HCB-II-3000-2 Allowable Stress Values for Class B Bolting
400 HCB-II-3000-3 Allowable Stress Values for Austenitic Steel Class B Components
403 HCB-II-3000-4 Allowable Stress Values for High-Nickel Alloy Class B Components
404 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
405 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
407 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
423 HGB-3217-1 Classification of Stress Intensity for Some Typical Cases
426 HGB-3224-1 Use-Fractions for Membrane Stress
HGB-3224-2 Use-Fractions for Membrane Plus Bending Stress
435 HGB-5223-1 Full Penetration Corner Weld Details for Category C Joints
436 HGB-5224.2-1 Nozzles Joined by Full Penetration Corner Welds
437 HGB-5224.3-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles
438 HGB-5224.4-1 Oblique Connections
443 HGB-II-2121-1 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
445 HGB-II-2121-2 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
447 HGB-II-2121-3 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure Applications
450 HGB-II-2121-4 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Threaded Structural Fastener Applications
457 HGB-II-3222.4-1 Design Fatigue Limits for Solution Annealed Type 304 SS
458 HGB-II-3222.4-2 Design Fatigue Limits for Solution Annealed Type 316 SS
459 HGB-II-3222.4-3 Design Fatigue Limits for Ni–Cr–Fe Alloy 800H
460 HGB-II-3222.4-4 Design Fatigue Limits for 21/4Cr–1Mo Steel
461 HGB-II-3229-1 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
463 HGB-II-3229-2 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
465 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
466 HGB-II-3229-4 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications
468 HGB-II-3229-5 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications
469 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
473 HGB-III-2000-1 Time-Independent Buckling Limits
476 HGB-IV-1000-1 Time at Elevated Temperature, hr
479 HHA-1400-1 Jurisdictional Boundary for Graphite Core Components and Assemblies — Circumferential Section View
480 HHA-1400-2 Jurisdictional Boundary for Graphite Core Components and Assemblies — Longitudinal Section View
498 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
499 HHA-3221-1 Design Allowable Stresses Flowchart for SRC-1 Graphite Core Component
HHA-3221-1 Design Allowable Probability of Failure
503 HHA-4222-1 Prohibited and Controlled Substances
510 MDS-1 Material Data Sheet (SI Units)
511 MDS-2 Material Data Sheet (U.S. Customary Units)
512 HHA-II-2000-1 Notes on Material Data Sheet, Forms MDS-1 and MDS-2
515 HHA-II-3100-1 Correction Factor T of the Shape Parameter M of Two-Parameter Weibull Distribution (γ = 0.95)
516 HHA-II-3100-2 Correction Factor T’ of the Characteristic Value Sc of Two-Parameter Weibull Distribution (γ = 0.95)
523 HHA-A-1100-1
525 HHA-1160-1 Extrusion
HHA-1160-2 Molding
545 HHB-3221-1 Allowable Stresses Flowchart for SRC-1 and SRC-3 Composite Core Components
HHB-3221-1 Allowable Probability of Failure
558 HHB-I-1120-1 Mandatory Ceramic Composite Material Descriptors and Properties
562 MDS-3 Material Data Sheet — Ceramic Composite Material (SI Units)
577 MDS-4 Material Data Sheet — Ceramic Composite Material (U.S. Customary Units)
592 HHB-II-2000-1 Notes on Material Data Sheet, Forms MDS-3 and MDS-4
596 HHB-II-3300-1 Stress–Strain Curves for WIC Composites
597 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
606 HHB-III-3100-1 Properties of As-Manufactured Ceramic Composite Materials
611 HHB-B-1100-1 Three Commonly Accepted Classifications of Composites Based on Type of Matrix
612 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)
614 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
615 HHB-B-1410-1 Examples of Key Properties of SiC-Based Fibers for High Temperature CMCs
616 HHB-B-1430-1 Examples of Fiber Architectures
618 HHB-B-1511-1 Tensile Stress–Strain Response of a 2D Woven CMC Showing Strain-Softening Behavior
619 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
620 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
621 HHB-B-2000-1 CMCs in Nuclear Applications
627 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
629 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
630 HHB-C-1320-1 Load/Unload/Reload Stress–Strain Curves and Cumulative Damage for a 2D Woven SiC–SiC CMC
631 HHB-C-1320-2 Stress–Strain Curve, Acoustic Emission Energy, and Maximum and Residual Resistance Changes Versus Strain

Related products

ASME BPVC III 5 2021
$377.00