Shopping Cart

No products in the cart.

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
Guaranteed Safe Checkout
Categories: ,

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]

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
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
BSI PD CEN ISO/TR 10400:2021 - TC
$280.87