Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 150
... element methods to address questions relating to pipeline strain capacity and mechanical integrity with respect to compressive failure mechanisms . FINITE ELEMENT MODELLING PROCEDURES The analysis was conducted using the finite element ...
... element methods to address questions relating to pipeline strain capacity and mechanical integrity with respect to compressive failure mechanisms . FINITE ELEMENT MODELLING PROCEDURES The analysis was conducted using the finite element ...
Page 152
... elements for the SC8R elements did not significantly change the limit point magnitude .. Results obtained from the solid brick element ( C3D8 ) , with an intermediate mesh density , was consistent with those from the continuum shell element ...
... elements for the SC8R elements did not significantly change the limit point magnitude .. Results obtained from the solid brick element ( C3D8 ) , with an intermediate mesh density , was consistent with those from the continuum shell element ...
Page 455
... element discretizations as illustrated in Figure 9 , i.e. a minimum of two 1 - order or one 2nd - order element through the thickness . Alternatively , as the governing grout utilization exists at the top and bottom of the connection an ...
... element discretizations as illustrated in Figure 9 , i.e. a minimum of two 1 - order or one 2nd - order element through the thickness . Alternatively , as the governing grout utilization exists at the top and bottom of the connection an ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed