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 ) 5.5 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 increase in maximum ...
... Plate slendemess ratio ( B ) 5.5 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 increase 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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind