Concept, FEED & Detailed Design
Wall thickness and material selection, route selection, crossings, expansion and tie-in design, shore approaches and full design documentation to DNV-ST-F101.
// Service 03
Subsea pipeline design and advanced finite element analysis — from concept and FEED through installation analysis, strain-based design and fitness-for-service on ageing lines.
Pipeline engineering is unforgiving: the same wall thickness has to survive reeling strain, laydown, hydrotest, thermal expansion, lateral buckling, span development and thirty years of operation — and then, increasingly, be assessed for reuse, CO₂ service or decommissioning.
VORYX delivers pipeline design and nonlinear finite element analysis at the level of detail that qualification and third-party verification demand. Our team has led world-first pipeline qualification programmes, including full-scale reeling simulation of large-diameter mechanically lined pipe.
Analysis is run to be defended — model assumptions, mesh and element choice, material models, boundary conditions and load histories are documented so a verifier can reproduce the result rather than take it on trust.
Wall thickness and material selection, route selection, crossings, expansion and tie-in design, shore approaches and full design documentation to DNV-ST-F101.
S-lay, J-lay and reel-lay analysis, stinger and roller configuration, tension and departure-angle limits, initiation and laydown, and installation fatigue.
On-bottom stability, free-span screening and fatigue to DNV-RP-F105, global lateral buckling and walking to DNV-RP-F110, and buckle initiation design.
ABAQUS / ANSYS models covering large plastic strain, contact, collapse and local buckling, in-line structures, tees, spools and manifold interfaces.
Engineering critical assessment to BS 7910 and DNV-RP-F108, strain-based acceptance criteria, weld flaw sizing and NDT acceptance limits for reeled and laid pipelines.
Embedment, axial and lateral resistance modelling to DNV-RP-F114, trench and backfill behaviour, and soil-uncertainty sensitivity studies.
Fitness-for-service on corroded and damaged lines, remaining-life assessment, re-rating, HISC evaluation to DNV-RP-F112 and reuse or CO₂ requalification studies.
Establish every condition the pipe must survive in sequence — manufacture, reeling or lay, laydown, hydrotest, start-up, cyclic operation, shutdown and, where relevant, removal. Analysis that checks conditions in isolation misses the interaction that governs.
Match model fidelity to the question. Screening-level analytical checks where they are valid; full nonlinear FE where plasticity, contact or geometric imperfection controls the answer.
Mesh convergence, material model calibration against test data where available, and benchmark cases against closed-form or published results before the production runs.
Not the base case alone — tolerance stack-ups, soil upper and lower bounds, out-of-straightness, misalignment, wall loss and residual ovality, so the governing case is identified rather than assumed.
Explicit code checks with utilisation reported per limit state, and clear statement where code acceptance is supplemented by testing or strain-based criteria.
Support third-party verification and, where required, full-scale testing — reeling simulation, collapse testing, weld qualification and ECA close-out.
Work is delivered against the applicable international and regional framework. The codes below are those most commonly governing this scope — the controlling set is confirmed per project and jurisdiction.
ABAQUS and ANSYS for nonlinear structural work, with SAGE Profile, OrcaFlex and industry pipeline tools for lay and in-place analysis. The choice follows the problem and the client's verification preference.
Yes — including test specification, full-scale reeling simulation, instrumentation plans, correlation of test results against the FE model, and the qualification dossier for third-party review. Our team has led this to world-first level on large-diameter lined pipe.
Yes. Requalification covers material and toughness review, running fracture control, impurity and phase-behaviour effects, wall loss and integrity history, and code compliance under the new service — referencing DNV-RP-F104 alongside the original design code.
Where displacement-controlled conditions govern — reeling, lateral buckling, seabed settlement — we apply strain-based acceptance with ECA-derived flaw limits, and make the link between the NDT acceptance criteria and the analysis explicit so fabrication can work to it.
Talk to an engineer who has delivered this scope offshore.
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