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 59
Table 4 : Cyclic Load Magnitudes and Frequencies Pressure Stress Expected Number Endur- Acc . Range Range Frequency of Cycles Damage AP Δσ ni Limit MPa ) | MPal Ni 0.1 1.2 cont . 7.88x10 ° 0 3 36.3 4 / day 21840 8.0x107 | 0.0003 7 84.6 ...
Table 4 : Cyclic Load Magnitudes and Frequencies Pressure Stress Expected Number Endur- Acc . Range Range Frequency of Cycles Damage AP Δσ ni Limit MPa ) | MPal Ni 0.1 1.2 cont . 7.88x10 ° 0 3 36.3 4 / day 21840 8.0x107 | 0.0003 7 84.6 ...
Page 153
Slant range is the line - ofsite range between the ground being monitored and the satellite . The change in slant range can be projected onto geographic coordinates or , in the case of subsidence , vertical height change .
Slant range is the line - ofsite range between the ground being monitored and the satellite . The change in slant range can be projected onto geographic coordinates or , in the case of subsidence , vertical height change .
Page 316
... comp + Arens luns ( 23 ) APPLICABLE RANGE FOR MOMENT CAPACITY EQUATION To avoid complex solutions when solving Eq ... the expressions under the square root must be positive , which gives the theoretical range for the pressure to ...
... comp + Arens luns ( 23 ) APPLICABLE RANGE FOR MOMENT CAPACITY EQUATION To avoid complex solutions when solving Eq ... the expressions under the square root must be positive , which gives the theoretical range for the pressure to ...
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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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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 |