BSI PD CEN ISO/TR 10400:2021 – TC:2022 Edition
$280.87
Tracked Changes. Petroleum and natural gas industries. Formulae and calculations for the properties of casing, tubing, drill pipe and line pipe used as casing or tubing
Published By | Publication Date | Number of Pages |
BSI | 2022 | 544 |
This document illustrates the formulae and templates necessary to calculate the various pipe properties given in International Standards, including — pipe performance properties, such as axial strength, internal pressure resistance and collapse resistance, — minimum physical properties, — product assembly force (torque), — product test pressures, — critical product dimensions related to testing criteria, — critical dimensions of testing equipment, and — critical dimensions of test samples. For formulae related to performance properties, extensive background information is also provided regarding their development and use. Formulae presented here are intended for use with pipe manufactured in accordance with ISO 11960 or API 5CT, ISO 11961 or API 5D, and ISO 3183 or API 5L, as applicable. These formulae and templates can be extended to other pipe with due caution. Pipe cold-worked during production is included in the scope of this document (e.g. cold rotary straightened pipe). Pipe modified by cold working after production, such as expandable tubulars and coiled tubing, is beyond the scope of this document. Application of performance property formulae in this document to line pipe and other pipe is restricted to their use as casing/tubing in a well or laboratory test, and requires due caution to match the heat-treat process, straightening process, yield strength, etc., with the closest appropriate casing/tubing product. Similar caution is exercised when using the performance formulae for drill pipe. This document and the formulae contained herein relate the input pipe manufacturing parameters in ISO 11960 or API 5CT, ISO 11961 or API 5D, and ISO 3183 or API 5L to expected pipe performance. The design formulae in this document are not to be understood as a manufacturing warranty. Manufacturers are typically licensed to produce tubular products in accordance with manufacturing specifications which control the dimensions and physical properties of their product. Design formulae, on the other hand, are a reference point for users to characterize tubular performance and begin their own well design or research of pipe input properties. This document is not a design code. It only provides formulae and templates for calculating the properties of tubulars intended for use in downhole applications. This document does not provide any guidance about loads that can be encountered by tubulars or about safety margins needed for acceptable design. Users are responsible for defining appropriate design loads and selecting adequate safety factors to develop safe and efficient designs. The design loads and safety factors will likely be selected based on historical practice, local regulatory requirements, and specific well conditions. All formulae and listed values for performance properties in this document assume a benign environment and material properties conforming to ISO 11960 or API 5CT, ISO 11961 or API 5D and ISO 3183 or API 5L. Other environments can require additional analyses, such as that outlined in Annex D. Pipe performance properties under dynamic loads and pipe connection sealing resistance are excluded from the scope of this document. Throughout this document tensile stresses are positive.
PDF Catalog
PDF Pages | PDF Title |
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1 | 30447217 |
313 | A-30372097 |
314 | National foreword |
316 | European foreword |
320 | Foreword |
321 | Introduction |
323 | 1 Scope |
324 | 2 Normative references 3 Terms and definitions |
326 | 4 Symbols |
335 | 5 Conformance 5.1 References 5.2 Units of measurement 6 Triaxial yield of pipe body 6.1 General 6.2 Assumptions and limitations 6.2.1 General |
336 | 6.2.2 Concentric, circular cross-sectional geometry 6.2.3 Isotropic yield 6.2.4 No residual stress 6.2.5 Cross-sectional instability (collapse) and axial instability (column buckling) 6.3 Data requirements 6.4 Design formula for triaxial yield of pipe body |
338 | 6.5 Application of design formula for triaxial yield of pipe body to line pipe 6.6 Example calculations 6.6.1 Initial yield of pipe body, Lamé formula for pipe when external pressure, bending and torsion are zero |
339 | 6.6.2 Yield design formula, special case for thin wall pipe with internal pressure only and zero axial load |
340 | 6.6.3 Pipe body yield strength 6.6.4 Yield in the absence of bending and torsion |
341 | 7 Ductile rupture of the pipe body 7.1 General |
342 | 7.2 Assumptions and limitations 7.3 Data requirements 7.3.1 General 7.3.2 Determination of the hardening index |
343 | 7.3.3 Determination of the burst strength factor, ka |
344 | 7.4 Design formula for capped-end ductile rupture |
345 | 7.5 Adjustment for the effect of axial force and external pressure 7.5.1 General |
346 | 7.5.2 Design formula for ductile rupture under combined loads |
347 | 7.5.3 Design formula for ductile necking under combined loads |
348 | 7.5.4 Boundary between rupture and necking 7.5.5 Axisymmetric wrinkling under combined loads |
349 | 7.6 Example calculations 7.6.1 Ductile rupture of an end-capped pipe 7.6.2 Ductile rupture for a given true axial load |
350 | 8 External pressure resistance 8.1 General 8.2 Assumptions and limitations 8.3 Data requirements |
351 | 8.4 Design formula for collapse of pipe body 8.4.1 General 8.4.2 Yield strength collapse pressure formula |
352 | 8.4.3 Plastic collapse pressure formula |
353 | 8.4.4 Transition collapse pressure formula |
355 | 8.4.5 Elastic collapse pressure formula 8.4.6 Collapse pressure under axial tensile stress |
356 | 8.4.7 Collapse pressure under axial stress and internal pressure 8.5 Formulae for empirical constants 8.5.1 General 8.5.2 SI units 8.5.3 USC units |
357 | 8.6 Application of collapse pressure formulae to line pipe 8.7 Example calculations 9 Joint strength 9.1 General |
358 | 9.2 API casing connection tensile joint strength 9.2.1 General 9.2.2 Round thread casing joint strength |
360 | 9.2.3 Buttress thread casing joint strength |
362 | 9.3 API tubing connection tensile joint strength 9.3.1 General 9.3.2 Non-upset tubing joint strength |
363 | 9.3.3 Upset tubing joint strength |
364 | 9.4 Line pipe connection joint strength 10 Pressure performance for couplings 10.1 General 10.2 Internal yield pressure of round thread and buttress couplings |
365 | 10.3 Internal pressure leak resistance of round thread or buttress couplings |
368 | 11 Calculated masses 11.1 General 11.2 Nominal linear masses 11.3 Calculated plain-end mass 11.4 Calculated finished-end mass |
369 | 11.5 Calculated threaded and coupled mass 11.5.1 General |
370 | 11.5.2 Direct calculation of em, threaded and coupled pipe 11.6 Calculated upset and threaded mass for integral joint tubing 11.6.1 General |
371 | 11.6.2 Direct calculation of em, upset and threaded pipe 11.7 Calculated upset mass 11.7.1 General |
372 | 11.7.2 Direct calculation of em, upset pipe 11.8 Calculated coupling mass 11.8.1 General 11.8.2 Calculated coupling mass for line pipe and round thread casing and tubing |
374 | 11.8.3 Calculated coupling mass for buttress thread casing |
376 | 11.9 Calculated mass removed during threading 11.9.1 General 11.9.2 Calculated mass removed during threading pipe or pin ends |
377 | 11.9.3 Calculated mass removed during threading integral joint tubing box ends |
378 | 11.10 Calculated mass of upsets 11.10.1 General |
379 | 11.10.2 Calculated mass of external upsets 11.10.3 Calculated mass of internal upsets |
380 | 11.10.4 Calculated mass of external-internal upsets |
381 | 12 Elongation 13 Flattening tests 13.1 Flattening tests for casing and tubing |
382 | 13.2 Flattening tests for line pipe 14 Hydrostatic test pressures 14.1 Hydrostatic test pressures for plain-end pipe and integral joint tubing |
384 | 14.2 Hydrostatic test pressure for threaded and coupled pipe 15 Make-up torque for round thread casing and tubing 16 Guided bend tests for submerged arc-welded line pipe 16.1 General |
386 | 16.2 Background 16.2.1 Values of εeng 16.2.2 Values of Agbtj 17 Determination of minimum impact specimen size for API couplings and pipe 17.1 Critical thickness |
387 | 17.2 Calculated coupling blank thickness |
390 | 17.3 Calculated wall thickness for transverse specimens 17.4 Calculated wall thickness for longitudinal specimens 17.5 Minimum specimen size for API couplings |
392 | 17.6 Impact specimen size for pipe 17.7 Larger size specimens |
393 | 17.8 Reference information |
394 | Annex A (informative) Discussion of formulae for triaxial yield of pipe body |
407 | Annex B (informative) Discussion of formulae for ductile rupture |
445 | Annex C (informative) Rupture test procedure |
447 | Annex D (informative) Discussion of formulae for fracture |
454 | Annex E (informative) Discussion of historical collapse formulae |
466 | Annex F (informative) Development of probabilistic collapse performance properties |
503 | Annex G (informative) Calculation of design collapse strength from collapse test data |
506 | Annex H (informative) Calculation of design collapse strengths from production quality data |
520 | Annex I (informative) Collapse test procedure |
526 | Annex J (informative) Discussion of formulae for joint strength |
533 | Annex K (informative) Tables of calculated performance properties in SI units |
535 | Annex L (informative) Tables of calculated performance properties in USC units |
537 | Bibliography |