Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 143
insulation material to the flowline and pushing this assembly into the carrier using
a purpose built hydraulic push frame ( HPF ) . During this assembly procedure
the force necessary to insert the flowline into the carrier increases proportionally
...
insulation material to the flowline and pushing this assembly into the carrier using
a purpose built hydraulic push frame ( HPF ) . During this assembly procedure
the force necessary to insert the flowline into the carrier increases proportionally
...
Page 144
FLOW LINE AXIAL FORCE RELEASED Carrier Flowline | 1335 . 2 - 0 . 14 AXIAL
FORCE ( EN ) 223 - 387 500 000 090 1500 2000 2500 3000 384 ELEM ENT NO
. TABLE 4 ABAQUS SUSPENDED PARAMETER UNIT Carrier Flowline ...
FLOW LINE AXIAL FORCE RELEASED Carrier Flowline | 1335 . 2 - 0 . 14 AXIAL
FORCE ( EN ) 223 - 387 500 000 090 1500 2000 2500 3000 384 ELEM ENT NO
. TABLE 4 ABAQUS SUSPENDED PARAMETER UNIT Carrier Flowline ...
Page 145
In other words , the radius of curvature required to straighten the carrier will be
different from that required to straighten the flowline . Therefore in order to
achieve straight pipe at the end of unreeling , the flowline and carrier must have
equal ...
In other words , the radius of curvature required to straighten the carrier will be
different from that required to straighten the flowline . Therefore in order to
achieve straight pipe at the end of unreeling , the flowline and carrier must have
equal ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
16 other sections not shown
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Common terms and phrases
analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835375, 9780791835371 |
| Export Citation | BiBTeX EndNote RefMan |