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 3
Temperature ( °C ) 3 . 0 72 8 : 39 8 : 55 X10 : 30 / 19 : 30 Table 2 Distribution
parameters of Bohai ice ice conditions in normal winter Station first ice breakup |
Concentra hummock date date tion high ( m ) Changxingdao | Jan . 6 March 17 5
.
Temperature ( °C ) 3 . 0 72 8 : 39 8 : 55 X10 : 30 / 19 : 30 Table 2 Distribution
parameters of Bohai ice ice conditions in normal winter Station first ice breakup |
Concentra hummock date date tion high ( m ) Changxingdao | Jan . 6 March 17 5
.
Page 79
OMAE01 / PIPE - 4003 ABSTRACT Temperature response prediction of subsea
pipeline systems during cool down and heat - up is critical for design of offshore
systems . Conventional temperature response prediction methods are based on ...
OMAE01 / PIPE - 4003 ABSTRACT Temperature response prediction of subsea
pipeline systems during cool down and heat - up is critical for design of offshore
systems . Conventional temperature response prediction methods are based on ...
Page 80
The conventional temperature response prediction method was developed
based the assumption of a uniform body temperature and lumping the thermal
capacity for entire body to calculate heat flux . However , depending on the
pipeline ...
The conventional temperature response prediction method was developed
based the assumption of a uniform body temperature and lumping the thermal
capacity for entire body to calculate heat flux . However , depending on the
pipeline ...
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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