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 134
... loading respectively . Fig 3a illustrates the measured tensile load versus displacement behaviour obtained with specimen TJ01 . First visible cracking was detected at the chord saddle weld toe at a load of 2050 kN . Further loading led ...
... loading respectively . Fig 3a illustrates the measured tensile load versus displacement behaviour obtained with specimen TJ01 . First visible cracking was detected at the chord saddle weld toe at a load of 2050 kN . Further loading led ...
Page 135
... load attained during the individual cycles reduces . The compression load is noted to be relatively unaffected by the crack . After through thickness cracking of the chord , the test was continued into the tensile region in order to ...
... load attained during the individual cycles reduces . The compression load is noted to be relatively unaffected by the crack . After through thickness cracking of the chord , the test was continued into the tensile region in order to ...
Page 498
... load cases for a deep water pier ( No. 32 ) are : Load case F1 / Fy Forces and moments MN Ultimate limit strength Waves 22.8 / 0 Accidental load Ice load Ship impact Accidental load My / M / M2 MNm x 378 / 0 / 13 Partial coefficient on ...
... load cases for a deep water pier ( No. 32 ) are : Load case F1 / Fy Forces and moments MN Ultimate limit strength Waves 22.8 / 0 Accidental load Ice load Ship impact Accidental load My / M / M2 MNm x 378 / 0 / 13 Partial coefficient on ...
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