BS PD ISO/TR 10400 : 2007

Foreword
Introduction
1 Scope
2 Conformance
   2.1 Normative references
   2.2 Units of measurement
3 Normative references
4 Terms and definitions
5 Symbols
6 Triaxial yield of pipe body
   6.1 General
   6.2 Assumptions and limitations
   6.3 Data requirements
   6.4 Design equation for triaxial yield of pipe body
   6.5 Application of design equation for triaxial yield
         of pipe body to line pipe
   6.6 Example calculations
7 Ductile rupture of the pipe body
   7.1 General
   7.2 Assumptions and limitations
   7.3 Data requirements
   7.4 Design equation for capped-end ductile rupture
   7.5 Adjustment for the effect of axial tension and external
         pressure
   7.6 Example calculations
8 External pressure resistance
   8.1 General
   8.2 Assumptions and limitations
   8.3 Data requirements
   8.4 Design equation for collapse of pipe body
   8.5 Equations for empirical constants
   8.6 Application of collapse pressure equations to line pipe
   8.7 Example calculations
9 Joint strength
   9.1 General
   9.2 API casing connection tensile joint strength
   9.3 API tubing connection tensile joint strength
   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
   10.3 Internal pressure leak resistance of round thread or
         buttress couplings
11 Calculated masses
   11.1 General
   11.2 Nominal masses
   11.3 Calculated plain-end mass
   11.4 Calculated finished-end mass
   11.5 Calculated threaded and coupled mass
   11.6 Calculated upset and threaded mass for integral joint
         tubing and extreme-line casing
   11.7 Calculated upset mass
   11.8 Calculated coupling mass
   11.9 Calculated mass removed during threading
   11.10 Calculated mass of upsets
12 Elongation
13 Flattening tests
   13.1 Flattening tests for casing and tubing
   13.2 Flattening tests for line pipe
14 Hydrostatic test pressures
   14.1 Hydrostatic test pressures for plain-end pipe, extreme-line
         casing and integral joint tubing
   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
   16.2 Background
17 Determination of minimum impact specimen size for API
   couplings and pipe
   17.1 Critical thickness
   17.2 Calculated coupling blank thickness
   17.3 Calculated wall thickness for transverse specimens
   17.4 Calculated wall thickness for longitudinal specimens
   17.5 Minimum specimen size for API couplings
   17.6 Impact specimen size for pipe
   17.7 Larger size specimens
   17.8 Reference information
Annex A (informative) Discussion of equations for
        triaxial yield of pipe body
Annex B (informative) Discussion of equations for
        ductile rupture
Annex C (informative) Rupture test procedure
Annex D (informative) Discussion of equations for fracture
Annex E (informative) Discussion of historical API collapse
        equations
Annex F (informative) Development of probabilistic collapse
        performance properties
Annex G (informative) Calculation of design collapse strength
        from collapse test data
Annex H (informative) Calculation of design collapse strengths
        from production quality data
Annex I (informative) Collapse test procedure
Annex J (informative) Discussion of equations for
        joint strength
Annex K (informative) Tables of calculated performance
        properties in SI units
Annex L (informative) Tables of calculated performance
         properties in USC units
Bibliography

Specifies the equations 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.