We started by collecting and reviewing all existing structural documentation for DolWin gamma, including layout plans, topside drawings, and previous analysis results.
Initial review
TenneT
2025
Offshore Platfom DolWin gamma (HVDC offshore platform)
Eurocode, DIN 18088
Structural Analysis for Modular Living Quarters (TLQ) Installation
13000kN
of load evaluated
45.95mm
deflection
96%
utilization
TenneT, the operator of the HVDC offshore platform DolWin gamma of the offshore grid connection DolWin5, planned to modify the configuration of their Modular Living Quarters (MLQ) by changing the number of future accommodation containers onboard. The MLQs, including associated water treatment systems, had to be reinstalled on an existing grillage structure.
With regulatory requirements shifting from DNV standards to EUROCODE and DIN 18088, TenneT needed a new structural assessment to ensure compliance and safety under the updated design code regime.
The existing grillage was originally designed under DNV standards and had been used to support a previous TLQ configuration.
The challenge was to verify whether this existing structure, along with the underlying deck, could safely support the new arrangement of containers using the updated Eurocode-based design standards.
This involved detailed Finite Element Modelling (FEM) and evaluation of stress, displacement, buckling, and environmental load conditions.
BRIEF
project phases
The work to be done GLO Marine was tasked with performing a comprehensive structural analysis of the topside and grillage structure to validate the installation of the revised TLQ setup.
The project included modeling the grillage, applying realistic boundary conditions and loads (static, live, wind, snow, and ice), and verifying the system against updated certification requirements.
The evaluation would support certifiable documentation required by Lloyd’s Register.
Involvement of GLOMARINE throughout the project stages
Initial review
We started by collecting and reviewing all existing structural documentation for DolWin gamma, including layout plans, topside drawings, and previous analysis results.
Model development
We created a detailed Finite Element Model (FEM) of the topside deck area from Frame 46 to Frame 114 and incorporated the full geometry of the existing grillage, containers, and staircases.
Load identification and application
We calculated and applied various loads:
Structural evaluation
Friction & load capacity check
END OF DELIVERY
FINAL RESULTS
We delivered a comprehensive structural report confirming the adequacy of the deck and grillage under the new MLQ configuration.
The FEM analysis demonstrated compliance with EUROCODE and DIN 18088 standards, with only minor local exceedances in the platform structure found to be non-critical and solutions to improve the grillage structure for the rule-updated loads.
The study enabled TenneT to proceed confidently with MLQ reconfiguration and supported the documentation needed for class approval.
The outcome: a verified, certifiable, and regulation-compliant solution for extending the service life and operational capability of the accommodation infrastructure.