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 131
The axial load was applied by an MTS loading machine , the moment was
applied by a jack , and internal pressure was applied by the fluid pump . A similar
setup but without any jack and loading arm was used for axial specimens . The
force ...
The axial load was applied by an MTS loading machine , the moment was
applied by a jack , and internal pressure was applied by the fluid pump . A similar
setup but without any jack and loading arm was used for axial specimens . The
force ...
Page 141
Vessel motion due to wave action can be applied to the vessel CoM and
therefore any amplification of motion at the rollers is simulated . TENSIONER
EXIT POINT ROLLER Model Load Steps The analysis is performed in three main
load steps ...
Vessel motion due to wave action can be applied to the vessel CoM and
therefore any amplification of motion at the rollers is simulated . TENSIONER
EXIT POINT ROLLER Model Load Steps The analysis is performed in three main
load steps ...
Page 260
Applied Force / Specimen Weigh - AL - ON AL = 7 . 7 kN AL = 29 . 4 KN This
procedure was repeated for all test cases and the bending stiffness values
obtained were nearly the same for the cases with no axial loading and with 750
psi and ...
Applied Force / Specimen Weigh - AL - ON AL = 7 . 7 kN AL = 29 . 4 KN This
procedure was repeated for all test cases and the bending stiffness values
obtained were nearly the same for the cases with no axial loading and with 750
psi and ...
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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 | |
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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