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DNV-OS-F101 Submarine Pipeline Systems |
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| Sec.5: Design - Limit State Criteria |
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| A: General |
| A100: Objective |
| A200: Application |
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| B: System Design Principles |
| B100: Submarine pipeline system layout |
| B200: Mill pressure test and system pressure test |
| B300: Operating requirements |
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| C: Design Format |
| C100: General |
| C200: Design resistance |
| C300: Characteristic material properties |
| C400: Stress and strain calculations |
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| D: Limit States |
| D100: General |
| D200: Pressure containment (bursting) |
| D300: Local buckling - General |
| D400: Local Buckling - External over pressure only (System collapse) |
| D500: Propagation buckling |
| D600: Local Buckling - Combined Loading Criteria |
| D700: Global buckling |
| D800: Fatigue |
| D900: Ovalisation |
| D1000: Accumulated deformation |
| D1100: Fracture and supplementary requirement P |
| D1200: Ultimate limit state - Accidental loads |
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| E: Special Considerations |
| E100: General |
| E200: Pipe soil interaction |
| E300: Spanning risers/pipelines |
| E400: On bottom stability |
| E500: Trawling interference |
| E600: Third party loads, dropped objects |
| E700: Thermal Insulation |
| E800: Settings from Plugs |
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| F: Pipeline Components and Accessories |
| F100: General |
| F200: Design of bends |
| F300: Design of insulating joints |
| F400: Design of pig traps |
| F500: Design of valves. |
| F600: Pipeline fittings |
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| G: Supporting Structure |
| G100: General |
| G200: Pipe-in-pipe and bundles |
| G300: Riser supports |
| G400: J-tubes |
| G500: Stability of gravel supports and gravel covers |
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| H: Installation and Repair |
| H100: General |
| H200: Pipe straightness |
| H300: Coating |
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