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 115
... buckling was investigated by performing the analyses with or without activation of the local buckling option offered by USFOS . It should be emphasized that the semi - empirical model implemented in USFOS has been derived for monotonic ...
... buckling was investigated by performing the analyses with or without activation of the local buckling option offered by USFOS . It should be emphasized that the semi - empirical model implemented in USFOS has been derived for monotonic ...
Page 116
... buckling load complies well with the test result ( ≈ 700 kN ) . Excellent corre- spondence is also noted for the post - collapse region , cf. Fig 12 . A distinct drop in load carrying capability due to local buckling occurs at an axial ...
... buckling load complies well with the test result ( ≈ 700 kN ) . Excellent corre- spondence is also noted for the post - collapse region , cf. Fig 12 . A distinct drop in load carrying capability due to local buckling occurs at an axial ...
Page 117
... buckling , plastic straining takes place predominantly in the buckled region . Hence , there is a strong correlation between the " hot - spot " strain range and the plastic work of the buckled section as manifested in the hysteresis ...
... buckling , plastic straining takes place predominantly in the buckled region . Hence , there is a strong correlation between the " hot - spot " strain range and the plastic work of the buckled section as manifested in the hysteresis ...
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