Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 78
The first is the mid - height ' bulge , which occurs somewhere within the middle third of the height of the test specimen ... The increase in local moment due to the second order effect promotes the buckle to occur at this location .
The first is the mid - height ' bulge , which occurs somewhere within the middle third of the height of the test specimen ... The increase in local moment due to the second order effect promotes the buckle to occur at this location .
Page 290
The different types of consequences that are likely to occur as a result of a release event are : Cost associated with averting fatalities and injuries Environmental damage Production Loss Material Repair 3 Risk analysis can be ...
The different types of consequences that are likely to occur as a result of a release event are : Cost associated with averting fatalities and injuries Environmental damage Production Loss Material Repair 3 Risk analysis can be ...
Page 304
However , in the case of a shallow water release a low momentum jet fire may develop if ignition occurs before a significant ... Damage and Loss It is also necessary to model the potential damage and loss that can occur to the following ...
However , in the case of a shallow water release a low momentum jet fire may develop if ignition occurs before a significant ... Damage and Loss It is also necessary to model the potential damage and loss that can occur to the following ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield