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 114
... cycles to local buckling , crack initiation and through thickness cracking in the buckle was obtained by ( continuous ) visual inspections . Test Results Test conditions and results obtained with individual specimens are summarized in ...
... cycles to local buckling , crack initiation and through thickness cracking in the buckle was obtained by ( continuous ) visual inspections . Test Results Test conditions and results obtained with individual specimens are summarized in ...
Page 117
... cycles to through thickness cracking versus energy dissipation per cycle . The results exhibit a very distinct trend in the sense that the number of cycles to failure is strongly dependent upon the energy dissipation per cycle but ...
... cycles to through thickness cracking versus energy dissipation per cycle . The results exhibit a very distinct trend in the sense that the number of cycles to failure is strongly dependent upon the energy dissipation per cycle but ...
Page 135
... cycle . Figs 5b - d illustrate the strain gradient towards the chord saddle weld toe at different load levels during the first , second , and seventh cycle . As shown , the extrapolated weld toe strain range for these cycles is≈ 4.4 ...
... cycle . Figs 5b - d illustrate the strain gradient towards the chord saddle weld toe at different load levels during the first , second , and seventh cycle . As shown , the extrapolated weld toe strain range for these cycles is≈ 4.4 ...
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