ASME BPVC VIII 3 2017
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ASME BPVC – VIII – 3 -2017 BPVC Section VIII-Rules for Construction of Pressure Vessels Division 3-Alternative Rules for Construction of High Pressure Vessels
Published By | Publication Date | Number of Pages |
ASME | 2017 | 407 |
Since its first issuance in 1914, ASME’s Boiler and Pressure Vessel Code (BPVC) has pioneered modern standards-development, maintaining a commitment to enhance public safety and technological advancement to meet the needs of a changing world. More than 100,000 copies of the BPVC are in use in 100 countries around the world. Product Scope / Abstract This Division of Section VIII provides requirements applicable to the design, fabrication, inspection, testing, and certification of pressure vessels operating at either internal or external pressures generally above 10,000 psi. Such vessels may be fired or unfired. This pressure may be obtained from an external source, a process reaction, by the application of heat from a direct or indirect source, or any combination thereof. Division 3 rules cover vessels intended for a specific service and installed in a fixed location or relocated from work site to work site between pressurizations. The operation and maintenance control is retained during the useful life of the vessel by the user who prepares or causes to be prepared the design specifications. Division 3 does not establish maximum pressure limits for either Section VIII, Divisions 1 or 2, nor minimum pressure limits for this Division. Rules pertaining to the use of the UV3 ASME Product Certification Marks are also included. 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 manufacturers, users, constructors, designers and others concerned with the design, fabrication, assembly, erection, examination, inspection and testing of pressure vessels, plus all potential governing entities.
PDF Catalog
PDF Pages | PDF Title |
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5 | Table of Contents |
58 | KG-141 Referenced Standards in This Division and Year of Acceptable Edition |
63 | KG-311.15 Typical Certification of Compliance of the User’s Design Specification |
65 | KG-324.1 Typical Certification of Compliance of the Manufacturer’s Design Report |
69 | KG-510.1 CRPV General Arrangement |
70 | KG-510.2 Laminate Termination KG-510.3 Laminate Step |
76 | KM-212 Charpy Impact Test Temperature Reduction Below Minimum Design Metal Temperature |
77 | KM-212 Examples of Acceptable Impact Test Specimens |
80 | KM-234.2(a) Minimum Required Charpy V‐Notch Impact Values for Pressure‐Retaining Component Materials KM-234.2(b) Minimum Required Charpy V‐Notch Impact Values for Bolting Materials |
85 | KM-400-1 Carbon and Low Alloy Steels |
91 | KM-400-1M Carbon and Low Alloy Steels (Metric) |
98 | KM-400-2 High Alloy Steels |
101 | KM-400-2M High Alloy Steels (Metric) |
104 | KM-400-3 Nickel and Nickel Alloys |
105 | KM-400-3M Nickel and Nickel Alloys (Metric) |
106 | KM-400-4 Aluminum Alloys KM-400-4M Aluminum Alloys (Metric) |
115 | KD-230.1 Loads and Load Cases to Be Considered in Design |
116 | KD-230.2 Load Descriptions |
117 | KD-230.3 Combination for Analysis Exemption of Hydrostatic Test Criterion |
118 | KD-230.4 Load Combinations and Load Factors for an Elastic–Plastic Analysis |
119 | KD-230.5 Tabular Values for Coefficients |
135 | KD-320.1 Design Fatigue Curves Sa = f(Nf) for Nonwelded Machined Parts Made of Forged Carbon or Low Alloy Steels for Temperatures Not Exceeding 700°F |
136 | KD-320.1 Tabulated Values of Sa, ksi, From Figures Indicated |
138 | KD-320.1M Design Fatigue Curves Sa = f(Nf) for Nonwelded Machined Parts Made of Forged Carbon or Low Alloy Steels for Temperatures Not Exceeding 371°C |
139 | KD-320.1M Tabulated Values of Sa, MPa, From Figures Indicated |
141 | KD-320.2 Design Fatigue Curve Sa = f(Nf) for Nonwelded Parts Made of Carbon or Low Alloy Steels for Temperatures Not Exceeding 700°F and UTS Less Than 90 ksi |
142 | KD-320.2M Design Fatigue Curve Sa = f(Nf) for Nonwelded Parts Made of Carbon or Low Alloy Steels for Temperatures Not Exceeding 371°C and UTS Less Than 620 MPa |
143 | KD-320.3 Design Fatigue Curve for Nonwelded Austenitic Stainless Steels for Temperatures Not Exceeding 800°F |
144 | KD-320.3M Design Fatigue Curve for Nonwelded Austenitic Stainless Steels for Temperatures Not Exceeding 427°C |
145 | KD-320.4 Design Fatigue Curve Sa = f(Nf) for Nonwelded Machined Parts Made of 17‐4PH/15‐5PH Stainless Steel Bar or Forgings, for Temperatures Not Exceeding 550°F |
146 | KD-320.4M Design Fatigue Curve Sa = f(Nf) for Nonwelded Machined Parts Made of 17‐4PH/15‐5PH Stainless Steel Bar or Forgings, for Temperatures Not Exceeding 290°C |
147 | KD-320.5 Design Fatigue Curve for High‐Strength Steel Bolting for Temperatures Not Exceeding 700°F |
148 | KD-320.5M Design Fatigue Curve for High‐Strength Steel Bolting for Temperatures Not Exceeding 371°C |
149 | KD-320.6(a) Roughness Factor Kr Versus Average Surface Roughness Ra (µin.) AA |
150 | KD-320.6M(a) Roughness Factor Kr Versus Average Surface Roughness Ra (µm) AA |
151 | KD-320.6(b) Roughness Factor Kr Versus Maximum Surface Roughness Rmax (µin.) |
152 | KD-320.6M(b) Roughness Factor Kr Versus Maximum Surface Roughness Rmax (µm) KD-320.7 Tabulated Values of Sa Alternating Stress Intensity From Figures KD-320.7 and KD-320.7M |
154 | KD-320.7 Design Fatigue Curve for Nonwelded 6061-T6 and 6061-T651 Aluminum for Temperatures Not Exceeding 225°F |
155 | KD-320.7M Design Fatigue Curve for Nonwelded 6061-T6 and 6061-T651 Aluminum for Temperatures Not Exceeding 107°C KD-322.1 Fatigue Penalty Parameters |
156 | KD-360.1 Cyclic Stress–Strain Curve Data |
157 | KD-360.1M Cyclic Stress–Strain Curve Data |
158 | KD-370.1 Coefficients for the Welded Joint Fatigue Curves |
159 | KD-372.1 Burr Grinding of Weld Toe KD-370.1M Coefficients for the Welded Joint Fatigue Curves |
162 | KD-430 Crack Growth Rate Factors (U.S. Customary Units) KD-430M Crack Growth Rate Factors (SI Units) |
172 | KD-700 Some Illustrative Weld Attachment Details |
176 | KD-812 Diameters and Layer Numbers for Concentric Shrink‐Fit Layered Cylinder |
178 | KD-830.1 Acceptable Layered Shell Types |
179 | KD-830.2 Some Acceptable Solid‐to‐Layered Attachments |
180 | KD-830.3 Some Acceptable Flat Heads With Hubs Joining Layered Shell Sections |
181 | KD-830.4 Some Acceptable Flanges for Layered Shells |
182 | KD-830.5 Some Acceptable Welded Joints of Layered‐to‐Layered and Layered‐to‐Solid Sections |
183 | KD-830.6 Some Acceptable Nozzle Attachments in Layered Shell Sections |
184 | KD-850 Some Acceptable Supports for Layered Vessels |
186 | KD-900 Wire‐Wound Vessel and Frame Construction |
187 | KD-911 Nomenclature for Wire‐Wound Cylinders |
189 | KD-932 Derivation of Design Fatigue Curve From Wire Fatigue Curve |
196 | KD-1112 Typical Pressure Parts With Butt‐Welded Hubs |
197 | KD-1121 Joints Between Formed Heads and Shells |
198 | KD-1122 Nozzle Necks Attached to Piping of Lesser Wall Thickness |
199 | KD-1130 Some Acceptable Welded Nozzle Attachments |
200 | KD-1131 An Acceptable Full‐Penetration Welded Nozzle Attachment Not Readily Radiographable |
205 | KD-1260.1 Construction of Testing Parameter Ratio Diagram |
206 | KD-1260.2 Construction of Testing Parameter Ratio Diagram for Accelerated Tests |
212 | KF-131 Examples of Differences Between Maximum and Minimum Diameters in Cylindrical Shells |
217 | KF-234 Maximum Allowable Offset in Welded Joints |
222 | KF-402.1 Requirements for Postweld Heat Treatment of Pressure Parts and Attachments (U.S. Customary Units) |
223 | KF-402.1M Requirements for Postweld Heat Treatment of Pressure Parts and Attachments (SI Units) |
228 | KF-630 Postweld Heat Treatment Requirements for Quenched and Tempered Materials in Table KM-400-1 (U.S. Customary Units) |
229 | KF-630M Postweld Heat Treatment Requirements for Quenched and Tempered Materials in Table KM-400-1M (SI Units) |
233 | KF-822(a) Solid‐to‐Layered and Layered‐to‐Layered Test Plates |
234 | KF-822(b) Test Specimens for Weld Procedure Qualification |
235 | KF-825.4(a) Indications of Layer Wash |
236 | KF-825.4(b) Angled Radiographic Technique for Detecting Layer Wash |
237 | KF-826 Gap Area Between Layers |
243 | KF-1211 Permitted Weld Reinforcement |
255 | KR-401 Official New Certification Mark to Denote the American Society of Mechanical Engineers’ Standard |
259 | KR-523.3 Constant C for Gas Versus Specific Heat Ratio (U.S. Customary Units) |
260 | KR-523.3M Constant C for Gas Versus Specific Heat Ratio (SI Units) |
265 | KE-101 Thickness, Image Quality Indicator Designations, Essential Holes, and Wire Diameters (U.S. Customary Units) |
266 | KE-101M Thickness, Image Quality Indicator Designations, Essential Holes, and Wire Diameters (SI Units) |
270 | KE-242.1 Axial Propagation of Sound in Tube Wall |
275 | KE-301-1 Flaw Acceptance Criteria for 1 in. (25 mm) to 12 in. (300 mm) Thick Weld KE-301-2 Flaw Acceptance Criteria for Larger Than 12 in. (300 mm) Thick Weld |
276 | KE-301-1 Single Indications |
277 | KE-301-2 Multiple Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface |
278 | KE-301-3 Parallel Planar Flaws |
279 | KE-301-4 Nonaligned Coplanar Flaws in Plane Normal to Pressure-Retaining Surface (Illustrative Flaw Configurations) |
280 | KE-301-5 Multiple Aligned Planar Flaws |
282 | KE-321 Illustration of Welded Joint Locations Typical of Categories A, B, C, and D |
283 | KE-332 Radiographic Acceptance Standards for Rounded Indications (Examples Only) |
293 | KS-100 Official New Certification Mark to Denote the American Society of Mechanical Engineers’ Standard |
295 | KS-132 Form of Stamping |
312 | 6-1 Aligned Rounded Indications |
313 | 6-2 Groups of Aligned Rounded Indications |
314 | 6-3.1 Charts for t 1/8 in. (3 mm) to 1/4 in. (6 mm), Inclusive |
315 | 6-3.2 Charts for t Over 1/4 in. (6 mm) to 3/8 in. (10 mm), Inclusive |
316 | 6-3.3 Charts for t Over 3/8 in. (10 mm) to 3/4 in. (19 mm), Inclusive |
317 | 6-3.4 Charts for t Over 3/4 in. (19 mm) to 2 in. (50 mm), Inclusive |
318 | 6-3.5 Charts for t Over 2 in. (50 mm) to 4 in. (100 mm), Inclusive |
319 | 6-3.6 Charts for t Over 4 in. (100 mm) |
320 | 7-1 Standard Units for Use in Equations |
323 | 9-200-1 Stress Categories and Limits of Stress Intensity |
327 | K-1 Manufacturer’s Data Report for High Pressure Vessels |
329 | K-2 Manufacturer’s Partial Data Report for High Pressure Vessels |
331 | K-3 Manufacturer’s Data Report Supplementary Sheet |
332 | A-100.1 Instructions for the Preparation of Manufacturer’s Data Reports |
334 | K-4 Manufacturer’s or Assembler’s Certificate of Conformance for Pressure Relief Valves |
335 | A-100.2 Supplementary Instructions for the Preparation of Manufacturer’s or Assembler’s Certificate of Conformance Form K-4 |
336 | K-5 Manufacturer’s Certificate of Conformance for Rupture Disk Devices |
337 | A-100.3 Supplementary Instructions for the Preparation of Manufacturer’s Certificate of Conformance Form K-5 |
338 | CRPV-1A Manufacturer’s Data Report for Composite Reinforced Pressure Vessels |
340 | A-100.4 Instructions for the Preparation of Manufacturer’s Data Reports Form CRPV-1A |
342 | CRPV-2A Recommended Form for Qualifying the Laminate Design and the Laminate Procedure Specification Used in Manufacturing Composite Reinforced Pressure Vessels |
347 | C-1 Sample Certificate of Authorization |
349 | D-200 Typical Crack Types |
350 | D-300 Idealizations of a Crack Propagating From a Cross‐Bore Corner |
352 | D-401.1 Coefficients G0 Through G3 for Surface Crack at Deepest Point |
353 | D-401.2 Coefficients G0 Through G3 for Surface Crack at Free Surface |
355 | D-403.1 Magnification Factors for Circumferential Crack |
356 | D-403.2 Polynomial Representation of Stress Distribution |
357 | D-403.3 Method of Correcting KI at Discontinuities Between Regions D-500 Crack Growth Rate Factors |
359 | E-110 Thick Wall Blind End Proportions Not Requiring Detailed Analysis |
360 | E-120 Thin Wall Blind End Proportions Not Requiring Detailed Analysis |
362 | E-210.1 Typical Threaded End Closure |
363 | E-210.2 Thread Loading Distribution E-210.3 Detail of First Thread |
364 | E-222.1 Continuous Thread Example |
365 | E-222.2 Interrupted Thread Example |
367 | G-100.1 Clamp Nomenclature |
368 | G-100.2 Typical Clamp Lug Configurations |
369 | G-100.3 Typical Hub Design With the Bolts Contained Within the Body of the Clamp |
374 | G-300 Typical Self‐Energizing Gaskets Used in This Division, Showing Diameter at Location of Gasket Load Reaction G |
375 | G-300.1 Values of f |
376 | G-900 Allowable Design Stress for Clamp Connections |
378 | H-101 Straight Drill Connections for Thick-Walled Cylinders |
379 | H-120.1 Chart for Determining Value of F |
381 | H-142 Nozzle Nomenclature and Dimensions |
386 | J-110-1 Geometries of Square Blocks and Cylinders With Cross‐Bores J-110-2 Tangential Stress Concentration Factors for Openings in Cylinders |
387 | J-110-3 Tangential Stress Concentration Factors for Openings in Square Cross‐Section Blocks J-110-2 Tangential Stress Concentration Factors for Openings in Cylinders (Tabulated Values From Figure J-110-2) J-110-3 Tangential Stress Concentration Factors for Openings in Square Cross‐Section Blocks (Tabulated Values From Figure J-110-3) |
389 | L-110.1 Stress Classification Line (SCL) and Stress Classification Plane (SCP) |
390 | L-110.2 Stress Classification Lines (SCLs) |
391 | L-200.1 Stress Classification Line Orientation and Validity Guidelines |
393 | L-311.1 Computation of Membrane and Bending Equivalent Stress Integration Method Using the Results From a Finite Element Model With Continuum Elements |
395 | L-400.1 Continuum Finite Element Model Stress Classification Line for the Structural Stress Method |
396 | L-410.1 Structural Stress Definitions for Continuum Finite Elements |
397 | L-410.1 Computation of Membrane and Bending Equivalent Stresses by the Structural Stress Method Using Nodal Force Results From a Finite Element Model With Continuum Elements |
398 | L-410.2 Processing Nodal Force Results With the Structural Stress Method Using the Results From a Finite Element Model With Three-Dimensional Second Order Continuum Elements |
399 | L-410.3 Processing Structural Stress Method Results for a Symmetric Structural Stress Range |
400 | L-411.1 Structural Stress Definitions for Shell or Plate Finite Elements |
401 | L-411.1 Computation of Membrane and Bending Equivalent Stresses by the Structural Stress Method Using the Results From a Finite Element Model With Shell Elements |
402 | L-411.2 Processing Nodal Force Results With the Structural Stress Method Using the Results From a Finite Element Model With Three-Dimensional Second Order Shell Elements |
403 | L-500.1 Element Sets for Processing Finite Element Nodal Stress Results With the Structural Stress Method Based on Stress Integration |