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 290
... response was 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 ...
... response was 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 ...
Page 367
... response of the pipeline within the riverbed . Three of these models were developed with a depth of burial , to the top of the pipeline , of three , four , and five times the outside diameter of the pipe . The soil - pipe interaction ...
... response of the pipeline within the riverbed . Three of these models were developed with a depth of burial , to the top of the pipeline , of three , four , and five times the outside diameter of the pipe . The soil - pipe interaction ...
Page 369
... response of the pipe in sand . Most of the major physical properties associated with the validation study , i.e. , geometry and basic soil behavior , were similar to those associated with the actual physical environment to be studied ...
... response of the pipe in sand . Most of the major physical properties associated with the validation study , i.e. , geometry and basic soil behavior , were similar to those associated with the actual physical environment to be studied ...
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