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 183
Pipe ' s lower edge position YID yo - Bed surface , Vd = 0 . 31mm / min . . Pipe ' s
lower edge position QIQmax •••• Fixed pipe , e = 0 . 1D e - Sagging Vd = 0 .
62mm / min - 0 2 100m , 200 300 op 0 . 2 400 500 600 T ( min ) 5 0 14200 150
200 ...
Pipe ' s lower edge position YID yo - Bed surface , Vd = 0 . 31mm / min . . Pipe ' s
lower edge position QIQmax •••• Fixed pipe , e = 0 . 1D e - Sagging Vd = 0 .
62mm / min - 0 2 100m , 200 300 op 0 . 2 400 500 600 T ( min ) 5 0 14200 150
200 ...
Page 256
A system using an electric potentiometer was also developed to measure the
position of the riser . Figure 2 shows schematically the developed test control
system , which is composed by a motor , an encoder used for measuring the
motor ...
A system using an electric potentiometer was also developed to measure the
position of the riser . Figure 2 shows schematically the developed test control
system , which is composed by a motor , an encoder used for measuring the
motor ...
Page 279
Once the solution is obtained , the position of the pulley C , measured from the
pivot point of the A - frame , is obtained by As observed in item ( f ) , it was
considered an auxiliary cable with length hg hanging initially at the position xci =
14 ...
Once the solution is obtained , the position of the pulley C , measured from the
pivot point of the A - frame , is obtained by As observed in item ( f ) , it was
considered an auxiliary cable with length hg hanging initially at the position xci =
14 ...
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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