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 72
Since the attention should be payed to the Northern Sea Route , the close - ups
at the East Siberian , Laptev and Kara Seas are compared , respectively . Figure
6 shows the initial condition at each sea area . Figures 7 and 8 show the ...
Since the attention should be payed to the Northern Sea Route , the close - ups
at the East Siberian , Laptev and Kara Seas are compared , respectively . Figure
6 shows the initial condition at each sea area . Figures 7 and 8 show the ...
Page 119
Some basic information is required for screening , with an increasing level of
documentation required for initial and detailed assessment respectively . under
consideration including all practical aspects of the process . The existing program
...
Some basic information is required for screening , with an increasing level of
documentation required for initial and detailed assessment respectively . under
consideration including all practical aspects of the process . The existing program
...
Page 221
Considering the characteristics shown in Table 1 and equations ( 1 ) to ( 3 ) , the
equivalent thickness , Young modulus and shear modulus of the inner carcass in
the FE model are respectively 4 , 841mm , 102100MPa and 45570MPa .
Considering the characteristics shown in Table 1 and equations ( 1 ) to ( 3 ) , the
equivalent thickness , Young modulus and shear modulus of the inner carcass in
the FE model are respectively 4 , 841mm , 102100MPa and 45570MPa .
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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