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 119
The Risk ranking should include past historical experience with the pipeline
Screening Screening is performed in order to focus the RBI assessment upon the
relevant damage causes and pipeline systems . If both the PoF and CoF values
for ...
The Risk ranking should include past historical experience with the pipeline
Screening Screening is performed in order to focus the RBI assessment upon the
relevant damage causes and pipeline systems . If both the PoF and CoF values
for ...
Page 161
This test will involve saturation of a full scale lined pipeline spool in a
hydrocarbon mixture representative of project conditions at design temperature .
A collapse test will be performed once a steady state permeation regime has
been achieved ...
This test will involve saturation of a full scale lined pipeline spool in a
hydrocarbon mixture representative of project conditions at design temperature .
A collapse test will be performed once a steady state permeation regime has
been achieved ...
Page 245
PETROBRAS is performing several tests to check it . Figure 6 presents
preliminary test ... yet available for design purpose . An application of the
proposed methodology will be performed by PETROBRAS on fatigue re -
evaluation of existent ...
PETROBRAS is performing several tests to check it . Figure 6 presents
preliminary test ... yet available for design purpose . An application of the
proposed methodology will be performed by PETROBRAS on fatigue re -
evaluation of existent ...
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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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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