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Sec.4: Design - Loads [Table of Contents] Sec.6: Design - Materials Engineering

DNV-OS-F101 Submarine Pipeline Systems

[-] Sec.5: Design - Limit State Criteria

SECTION 5
Design - Limit State Criteria

[-] A: General
A100: Objective
A200: Application
[-] B: System Design Principles
B100: Submarine pipeline system layout
B200: Mill pressure test and system pressure test
B300: Operating requirements
[-] C: Design Format
C100: General
C200: Design resistance
C300: Characteristic material properties
C400: Stress and strain calculations
[-] 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
[-] 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
[-] 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
[-] 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
[-] H: Installation and Repair
H100: General
H200: Pipe straightness
H300: Coating


G: Design Load Effects [Table of Contents] A: General