Nova Scotia, Canada
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Grantec participates in the development of offshore structures standards at both the CSA and ISO levels. The principal of Grantec holds leadership and technical positions at both the National (SCC/CSA) and International (ISO) levels. See Standards Development link for more information.
Grantec's Principal Richard Grant, M.Eng., P.Eng., is the Canadian Lead for:ISO 19901-3 Offshore Structures: TopsidesISO 19902: Offshore Structures: Fixed Steel & Canadian Expert for Accidental Actions & Situations (Explosions, Ship Collisions, Dropped Objects, Strong Vibrations, etc.) |
Ship Collision Impact Analysis of Wellhead Jacket |
Ship Collision Impact Analysis of Offshore Jacket Structure
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Rowan Gorrila III Jack-Up Unit |
FEA of Rowan Gorrilla Jack-Up Unit
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Computational Fluid Dynamics (CFD): Wave Overtopping Gravity Base Structure (GBS)
Wave Advancing on GBS Wave flowing over GBS Top (Wave moving to Right)
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Wave Passing GBS Greenwater on top of GBS (Wave moving to Right) |
Splash Zone Lift Analysis
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Non-linear dynamic response of blast wall panel. Solution by explicit FEA.
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View Offshore Blastwall Response Animation |
Sable Wellhead Platform: Independent Assessment of SCF at Node Barrel Can to Leg Transition with Misalignment |
Jacket Leg-to-Brace Stress Concentration
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Energy Absorption of Offshore Jacket Tubulars to Assess Resistance to Ship Collision |
Side View of Dented Tubular (Analysis via FEA, Non-linear material, large deflection) |