Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 40
... Maximum Collision Force 1488 BARGE COLLISION ANALYSIS - Total Energy Absorbed in Damaged. RESULTS Comparison with the Time Domain Simulation The comparison of the results of the analytic model of barge collisions with the time domain ...
... Maximum Collision Force 1488 BARGE COLLISION ANALYSIS - Total Energy Absorbed in Damaged. RESULTS Comparison with the Time Domain Simulation The comparison of the results of the analytic model of barge collisions with the time domain ...
Page 284
... maximum axial stress was checked by forcibly oscillating the top of full - length riser , which is hang - off in still water , with constant acceleration speed but with different period . MAXIMUM VON - MISES STRESS ( N / 2 X 10x + 6 ) ...
... maximum axial stress was checked by forcibly oscillating the top of full - length riser , which is hang - off in still water , with constant acceleration speed but with different period . MAXIMUM VON - MISES STRESS ( N / 2 X 10x + 6 ) ...
Page 428
... maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the ... Maximum Shear Stress ( ksi ) 1.0 10.0 16.3 22.5 28.8 35.0 41.3 47.5 53.8 60.0 Maximum Principal Stress ( ksi ) -32.8 ...
... maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the ... Maximum Shear Stress ( ksi ) 1.0 10.0 16.3 22.5 28.8 35.0 41.3 47.5 53.8 60.0 Maximum Principal Stress ( ksi ) -32.8 ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed