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Shell NZ Flexible Flowline Stability Design

Shell NZ Flexible Flowline Stability Design

Benefits
Concrete mattress spacing and quantity were optimised whilst ensuring that the flexible flowline’s allowable axial forces, bending moments and stresses will remain within allowable limits.
Background
Flexible flowlines usually have a low specific gravity and often require secondary stabilization to satisfy the absolute stability requirements of DNVGL-RP-F109. Concrete mattresses are commonly used at a designed spacing to achieve absolute stability requirements. However, using concrete mattresses can present another challenge as the flowline may deflect between the concrete mattresses under the design metocean conditions, resulting in localised high stress and bending moment concentrations. This may affect the integrity of the flowline as the axial forces, bending moment or flowline displacements between the concrete mattresses may exceed the allowable limits.
Work Performed by Atteris

CORUS-3D simulations were performed to confirm that key aspects of the flowline’s integrity will not be exceeded including axial forces, bending moments and stresses.

Simulating the flowline, concrete mattresses and hydrodynamic loads in a 3D time-domain environment quantified the flowline displacements between the concrete mattresses, axial forces and bending moments along the flowline during the design storm conditions.

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