Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 107
Denoting the reference values by Bro and respectively , the ovo 10 in Figure obtained . BRO is the calculated reliability index with the short term standard deviation equal to zero , i.e. oy = 0 , whereas oyo is the reference value of ...
Denoting the reference values by Bro and respectively , the ovo 10 in Figure obtained . BRO is the calculated reliability index with the short term standard deviation equal to zero , i.e. oy = 0 , whereas oyo is the reference value of ...
Page 287
As detailed in Reference ( 4 ) , results developed at 175 F show trends similar to those in Figure 2b except that primary creep occurs somewhat faster . It follows from Figure 2 that the material's resistance to deformation is both time ...
As detailed in Reference ( 4 ) , results developed at 175 F show trends similar to those in Figure 2b except that primary creep occurs somewhat faster . It follows from Figure 2 that the material's resistance to deformation is both time ...
Page 288
Ja 3000 400000 2000 200000 1000 The function h ( a , b , n ) is tabulated in Reference ( 12 ) for various geometries . In lieu of tabulated results , Jp could be numerically or otherwise calculated , for Fully plastic conditions .
Ja 3000 400000 2000 200000 1000 The function h ( a , b , n ) is tabulated in Reference ( 12 ) for various geometries . In lieu of tabulated results , Jp could be numerically or otherwise calculated , for Fully plastic conditions .
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |