Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 408
theory for plates is well established but it is of limited practical value . The large deflection behaviour of steel plates is a highly non - linear problem ( Vinson , 1993 ) whose solution relies on the use of numerical techniques such ...
theory for plates is well established but it is of limited practical value . The large deflection behaviour of steel plates is a highly non - linear problem ( Vinson , 1993 ) whose solution relies on the use of numerical techniques such ...
Page 411
... Plate slendemess ratio ( B ) Fig.5 - Comparison between ABAQUS curves for maximum compressive strength of plates with aspect ratio from 0.5 to 1 Fig.6 shows that plates with aspect ratio up to 1.5 show a direct ncrease in maximum ...
... Plate slendemess ratio ( B ) Fig.5 - Comparison between ABAQUS curves for maximum compressive strength of plates with aspect ratio from 0.5 to 1 Fig.6 shows that plates with aspect ratio up to 1.5 show a direct ncrease in maximum ...
Page 412
... plate ultimate strength . Also the ultimate strength increases directly with plate aspect ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic ...
... plate ultimate strength . Also the ultimate strength increases directly with plate aspect ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind