Selected work

Featured projects

Six projects that show the range: nuclear containment, offshore wind at gigawatt scale, landmark structures and applied CFD research.

PRJ-01Nuclear
FIG. PRJ-01 · Temperature field (Mechanical and Fluent CFD)

ENUN 52B Dry Cask Container

Equipos Nucleares SA (ENSA)

Full thermal and structural FEA of a nuclear spent-fuel storage container under normal, abnormal and accidental conditions: fire, 9-metre drop, ventilation failure, puncture and high-energy impact.

ScaleSpent-fuel dry storage
ToolsFluent CFD · Mechanical · LS-Dyna
OutcomeApproved by CSN (Spanish Nuclear Safety Council)
PRJ-02Offshore wind
FIG. PRJ-02 · Stress contour, pile-sleeve connection (Mechanical)

LanWin3 & LanWin4 Substations

50Hertz · TenneT

Detail-level FEA of 2 GW offshore substation jackets: pile-sleeve and grouted connections, trunnions, pile catchers, fatigue in-place and in sea transport, MSF and sea fastenings, load-out and lift analyses.

Scale2 GW · 14,000 t jackets
ToolsANSYS Mechanical · Python
OutcomeDetailed design delivered on live projects
PRJ-03Offshore wind
FIG. PRJ-03 · Hot-spot stress, fatigue and ship impact plot

East Anglia ONE: SRS & Design Life Extension

Scottish Power Renewables

Structural Reanalysis of jackets with weld imperfections using Advanced Probabilistic Modelling Assessment: per-joint fatigue failure probability vs. DNV target reliability.

ScaleOperating wind farm, UK
ToolsANSYS Mechanical · APMA · DNV
OutcomeJoints reclassified + risk-based inspection calendar
PRJ-04Onshore wind
FIG. PRJ-04 · Deep foundation rebar, 144 m turbine

Oualidia Wind Farm: Deep Foundation

Innovent / Nabrawind

Innovative reinforced-concrete deep foundation for the tallest wind turbine in Africa (144 m hub): three-pile system with bolt-cage connection to the metallic tower.

Scale144 m hub height
ToolsFEA · RC design
Outcome−80% material · −50% cost and CO₂ vs. gravity base
PRJ-05Buildings
FIG. PRJ-05 · FEA model, bolted connection

Santiago Bernabéu Stadium Roof

Real Madrid CF

FEA of bolted joints and welds in the new roof structure: two 176 m trusses with segments from 33 to 213 tonnes. Connection verification and equivalent stiffness for the global model.

Scale176 m trusses
ToolsANSYS Mechanical · SpaceClaim
OutcomeConnections verified to standard
PRJ-06CFD research
FIG. PRJ-06 · Vorticity field around vortex generators (Fluent)

Vortex Generators: Boundary Layer Study

Technical University of Madrid

Parametric 2D/3D CFD study of vortex generator influence on boundary layer separation around cylindrical structures, shifting vibration modes away from forbidden frequency ranges to reduce tower fatigue.

ScaleParametric study
ToolsANSYS Fluent · RANS/LES
OutcomeFatigue-mitigation configurations identified
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