Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 130
... Nevertheless the prediction of the penetration development must be considered rather good . 00 00 500 00 % 700 time ( s ) time ( s ) CION PREDICTED 2 ( w ) qəuad 1000 00 time ( s ) ACTUAL PREDICTED time ( s ) PREDICTED time ( s 130.
... Nevertheless the prediction of the penetration development must be considered rather good . 00 00 500 00 % 700 time ( s ) time ( s ) CION PREDICTED 2 ( w ) qəuad 1000 00 time ( s ) ACTUAL PREDICTED time ( s ) PREDICTED time ( s 130.
Page 290
... predicted for the following operating modes : 1. Starboard pumps performing manoeuvre operations 2. Starboard pumps performing unload - to - port operations 3. Port pumps performing manoeuvre operations 4. Port pumps performing unload ...
... predicted for the following operating modes : 1. Starboard pumps performing manoeuvre operations 2. Starboard pumps performing unload - to - port operations 3. Port pumps performing manoeuvre operations 4. Port pumps performing unload ...
Page 291
... predicted pressure pulsations and acoustic shaking forces ( SFA ) 5. Confirm that cavitation is not predicted . Otherwise modify the acoustic response using appropriate pulsation suppression techniques until predicted cavitation is ...
... predicted pressure pulsations and acoustic shaking forces ( SFA ) 5. Confirm that cavitation is not predicted . Otherwise modify the acoustic response using appropriate pulsation suppression techniques until predicted cavitation is ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta amplitude analysis applied assessment axial bending buckling burst pressure calibrated Canadian Standards Association coefficient collapse construction corroded region corrosion corrosion pit crack criterion cylinder damper defects depth displacement distribution effect elastic Engineering environmental equation estimated evaluation failure modes failure probability fatigue damage Figure finite element flow force fractile fracture limit fracture mechanics fracture toughness frequency frost heave gas pipeline geometry hoop stress installation lift force limit state function Limit States Design load lognormal longitudinal maximum measured methods offshore pipelines OMAE operation orifice plate parameters pipe wall pipeline design pipeline spans pipeline system plastic predicted ratio reliability S-N curve safety level sample simulation SMYS soil specific standards steel stepblade strain strake stress concentration structural Submarine Pipeline Table temperature differential tensile topsoil tube bundle uncertainty usage factor variable vibration vortex shedding wall thickness weld yield strength yield stress