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 29
UPDATE OF DNV'96 INTO AN OFFSHORE STANDARD , AN INTRODUCTION REFERENCES Bjørnøy O. H. et al . ( 1999 ). Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns ...
UPDATE OF DNV'96 INTO AN OFFSHORE STANDARD , AN INTRODUCTION REFERENCES Bjørnøy O. H. et al . ( 1999 ). Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns ...
Page 31
DNV Offshore Standard ( DNV OS ) , which is a neutral technical standard ; and DNV Recommended Practice ( DNV RP ) , which applies to specific topics , scenarios or disciplines . The structure is given in Figure 1 . opinion that the ...
DNV Offshore Standard ( DNV OS ) , which is a neutral technical standard ; and DNV Recommended Practice ( DNV RP ) , which applies to specific topics , scenarios or disciplines . The structure is given in Figure 1 . opinion that the ...
Page 121
Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada OMAE99 / PIPE - 5035 By : ABSTRACT method in maximum 80 meters water depth .
Proceedings of OMAE99 , 18th International Conference On Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. Johns , Newfoundland , Canada OMAE99 / PIPE - 5035 By : ABSTRACT method in maximum 80 meters water depth .
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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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