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 1
For better understanding mechanical parameter of ice sheets with porosity
profiles , the ice temperature profiles , salinity profiles and density profiles are
introduced . The mechanical parameters are ice compressive strength , flexural
strength ...
For better understanding mechanical parameter of ice sheets with porosity
profiles , the ice temperature profiles , salinity profiles and density profiles are
introduced . The mechanical parameters are ice compressive strength , flexural
strength ...
Page 4
5 Ice vertical salinity profile in different thickness While the loading rate is higher
than a certain value , ice failures as a brittle material and its strengths are some
lower . There is a highest value of strength at the certain loading rate under a ...
5 Ice vertical salinity profile in different thickness While the loading rate is higher
than a certain value , ice failures as a brittle material and its strengths are some
lower . There is a highest value of strength at the certain loading rate under a ...
Page 5
3621 Peak flexural strength ( kPa ) values of the mechanical parameters for
different return periods are calculated with Timco and Frederking ' s suggestion
103 ) . The mechanical indexes were averaged with 90 % ice thickness while the
ice ...
3621 Peak flexural strength ( kPa ) values of the mechanical parameters for
different return periods are calculated with Timco and Frederking ' s suggestion
103 ) . The mechanical indexes were averaged with 90 % ice thickness while the
ice ...
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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