Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 42
... FINITE ELEMENT MODELS The finite element model for the bow was developed using quadrilateral plate elements to model the shell , framing , and decks over a length of at least one frame bay fore and aft of the measurement area . A ...
... FINITE ELEMENT MODELS The finite element model for the bow was developed using quadrilateral plate elements to model the shell , framing , and decks over a length of at least one frame bay fore and aft of the measurement area . A ...
Page 149
... FINITE ELEMENT ANALYSIS OF ICE SHEET Prior to conducting the field tests , a finite element analysis was carried out to examine how the loading and test geometry could influence the results . This analysis provided guidance on ...
... FINITE ELEMENT ANALYSIS OF ICE SHEET Prior to conducting the field tests , a finite element analysis was carried out to examine how the loading and test geometry could influence the results . This analysis provided guidance on ...
Page 238
... finite element model . The model was calibrated using the pull test results and the appropriate foundation stiffness and damping ratios were selected . The natural frequencies of the bridge were obtained using both the finite element ...
... finite element model . The model was calibrated using the pull test results and the appropriate foundation stiffness and damping ratios were selected . The natural frequencies of the bridge were obtained using both the finite element ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone