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 322
Bending Stress , MPa Stress Range / H , MPa / m 80 70 60 50 40 30 Stress Standard Dev , MPa 200 H = 2m ( regular ) Stress Range , MPa 150 - H = 4m ( regular ) Hs = 2m ( swell ) Hs = 4m ( swell ) 100 50 0 1200 1500 10 11 12 13 Peak ...
Bending Stress , MPa Stress Range / H , MPa / m 80 70 60 50 40 30 Stress Standard Dev , MPa 200 H = 2m ( regular ) Stress Range , MPa 150 - H = 4m ( regular ) Hs = 2m ( swell ) Hs = 4m ( swell ) 100 50 0 1200 1500 10 11 12 13 Peak ...
Page 428
... stress exceeding the maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the use of isotropic elastic properties requires some explanation . Accurate representation of the ...
... stress exceeding the maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the use of isotropic elastic properties requires some explanation . Accurate representation of the ...
Page 429
... stress of the resin and / or its adhesive strength to the fibers . Increasing the overall length of the conical terminations decreases the computed normal stresses slightly , but the ef- fect is not great . The stress - concentrating ...
... stress of the resin and / or its adhesive strength to the fibers . Increasing the overall length of the conical terminations decreases the computed normal stresses slightly , but the ef- fect is not great . The stress - concentrating ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed