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 25
600 3900 7000 1260 1920 2580 3240 half - wave buckle lengths ( mm ) 1400 2800 4200 5600 distance along pipeline ( mm . ) ... to the buckle length extending from its uplift point nearest to the pump end of the test rig to the buckle apex .
600 3900 7000 1260 1920 2580 3240 half - wave buckle lengths ( mm ) 1400 2800 4200 5600 distance along pipeline ( mm . ) ... to the buckle length extending from its uplift point nearest to the pump end of the test rig to the buckle apex .
Page 49
6 ( 2 ) Transition length less than half the coated length Stiffening coefficient According to the Proposed Model 40 " NO 0.26 0.24 0.23 0.22 0.21 EC X. - Lift analyses were then extensively carried out to determine the distribution of ...
6 ( 2 ) Transition length less than half the coated length Stiffening coefficient According to the Proposed Model 40 " NO 0.26 0.24 0.23 0.22 0.21 EC X. - Lift analyses were then extensively carried out to determine the distribution of ...
Page 52
transition lengths are larger than mid - joint lengths and hypothesis b ) is applied . ... the suggestions from the model calibration , reference will be made to the assumption of maximum transition length equal to mid joint length .
transition lengths are larger than mid - joint lengths and hypothesis b ) is applied . ... the suggestions from the model calibration , reference will be made to the assumption of maximum transition length equal to mid joint length .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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Common terms and phrases
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 |