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 62
0.2 T Loose 0.15 Soil Displacement , ( m ) 0.1 Medium Dense Dense Soil 0.05 0 0 It is noted that the strain does not change sense ... Figure 9 plots the time history of peak pipe deformations or strains based on the above calculations .
0.2 T Loose 0.15 Soil Displacement , ( m ) 0.1 Medium Dense Dense Soil 0.05 0 0 It is noted that the strain does not change sense ... Figure 9 plots the time history of peak pipe deformations or strains based on the above calculations .
Page 171
Radial Strains at Posidon 1 - R for O1NOP Load Case Radial Strains at Position 2R for 01 NOP Load Case Tangential ... Loud Caso inside outside inside outside inside outsido 1.00 1600 200 160 1000 1000 100 00 400 SO strain ( us ) strain ...
Radial Strains at Posidon 1 - R for O1NOP Load Case Radial Strains at Position 2R for 01 NOP Load Case Tangential ... Loud Caso inside outside inside outside inside outsido 1.00 1600 200 160 1000 1000 100 00 400 SO strain ( us ) strain ...
Page 174
Tangental Strain , Outside Surtaco , Adjacent to Weld Tangental Strain , Outside Surtace , Adjacent to Wold 7000 5000.0 6000 4500.0 4000.0 3500.0 5000 HRDINO elding om land , UM 6 3000.0 med PAP Nem Mons . Arty PL OP Mom 4000 Strain ( x ...
Tangental Strain , Outside Surtaco , Adjacent to Weld Tangental Strain , Outside Surtace , Adjacent to Wold 7000 5000.0 6000 4500.0 4000.0 3500.0 5000 HRDINO elding om land , UM 6 3000.0 med PAP Nem Mons . Arty PL OP Mom 4000 Strain ( x ...
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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 |