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 124
Prior to blast cleaning of the internal surface , the pipeline at the field joint was heated to 25 ° C to remove any moisture . Following the internal cleaning , the two components of Two - Pack liquid epoxy was mixed by pre - heating ...
Prior to blast cleaning of the internal surface , the pipeline at the field joint was heated to 25 ° C to remove any moisture . Following the internal cleaning , the two components of Two - Pack liquid epoxy was mixed by pre - heating ...
Page 277
Based on medium to long term forecast large diameter riser applications in deep water oil fields would grow , therefore ... It turns out that Petrobras research team has also to look for another field to the Steel Riser development .
Based on medium to long term forecast large diameter riser applications in deep water oil fields would grow , therefore ... It turns out that Petrobras research team has also to look for another field to the Steel Riser development .
Page 278
1 - Barracuda / Caratinga field location , Campos Basin The Espadarte field is located southwest from Barracuda as showed in Fig . 1. The new site for the FPSO is located at 940 m . The vertical soil stiffness is 1,500 kN / m2 .
1 - Barracuda / Caratinga field location , Campos Basin The Espadarte field is located southwest from Barracuda as showed in Fig . 1. The new site for the FPSO is located at 940 m . The vertical soil stiffness is 1,500 kN / m2 .
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |