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ASME BPVC VIII 3 2017

$377.00

ASME BPVC – VIII – 3 -2017 BPVC Section VIII-Rules for Construction of Pressure Vessels Division 3-Alternative Rules for Construction of High Pressure Vessels

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ASME 2017 407
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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.

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PDF Pages PDF Title
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
ASME BPVC VIII 3 2017
$377.00