A New Requirement in Pipeline Engineering
The move to deep water and higher temperatures and pressures
in recent years has introduced lateral buckling and
walking as new problems in the pipeline design process.
Where practical and economic considerations prevent
burial of pipelines, the potential to 'snake' and 'walk'
is often unavoidable. Advanced design and analysis methods,
often coupled with special construction measures, are
then needed to ensure a safe and reliable system containing
'engineered' lateral buckles.
KW have been at the forefront of developments in this
specialist field, with a substantial track record of
lateral buckling and walking studies for leading international
contractors and operators worldwide. The mitigation
measures required to control walking and lateral buckling
can be very costly. KW has wide experience in the design
of fully integrated solutions, designed to guarantee
pipeline integrity for minimum overall cost.
Specialist Services
KW can deploy a wide range of analysis tools and techniques,
suitable for preliminary concept studies, tender design/validation,
FEED and detailed design. Typical tasks include:
• Review of soil parameters and estimate of pipe-soil
interaction forces. Specification of additional in-situ
and laboratory soil tests.
• Rapid screening assessment using analytical
methods (Hobbs, Taylor and Gan)
• Advanced non-linear FEA of buckle initiation
and post-bukling response, including non-linear pipe-soil
interaction modelling.
• Numerical analysis of interaction of trawl gear
with buckled pipelines.
• Detailed FEA of strain localisation effects
at field joints, forgings and weak joints.
• Analytical and FE analysis of walking (including
effects of slope, thermal transients and curve pull-out).
• Global analysis of the interaction between walking
and lateral buckling.
• Fracture mechanics and low cycle fatigue assessments
(girth weld ECA).
• Reliability analyses, to optimise buckle spacing.
Practical, optimised designs are developed, in full
compliance with chosen design codes and either SAFEBUCK
or DNV RP-F110 guidance.
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Evolution of buckle shape

Buckle initiation force

Buckle and unbuckled force
profiles

Reliability analysis
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