Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 296
Integrity monitoring based on pipeline strain and / or deformation measurements requires an initial survey at a known strain state . Ideally , this survey will be carried out on the pipe's initial , strain - free configuration .
Integrity monitoring based on pipeline strain and / or deformation measurements requires an initial survey at a known strain state . Ideally , this survey will be carried out on the pipe's initial , strain - free configuration .
Page 300
Mechanical Strains Electrical Stralns 2500 2000 Best - frt --- Initial Calibration 1500 Microstrain 1000 500 0 2 3 5 -500 o o O -1000 Optical Loss ( dB ) Figure 13 Test # 4 - Strain vs. Optical Loss 闻 DL it Equation ( 1 ) was then ...
Mechanical Strains Electrical Stralns 2500 2000 Best - frt --- Initial Calibration 1500 Microstrain 1000 500 0 2 3 5 -500 o o O -1000 Optical Loss ( dB ) Figure 13 Test # 4 - Strain vs. Optical Loss 闻 DL it Equation ( 1 ) was then ...
Page 409
Figures 7 and 8 show the dynamic equivalent - stress envelopes ( thus without the initial static values ) for both cases . The difference between the FSI- and FSA - computations becomes even clearer with this representation .
Figures 7 and 8 show the dynamic equivalent - stress envelopes ( thus without the initial static values ) for both cases . The difference between the FSI- and FSA - computations becomes even clearer with this representation .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |