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 37
... obtained . Cross section keel area was obtained as a function of cross section sail area . An average value for the keel draft to sail height ratio was : 4.59 for hummocks , 4.34 for floebergs . INTRODUCTION Data from 40 published ...
... obtained . Cross section keel area was obtained as a function of cross section sail area . An average value for the keel draft to sail height ratio was : 4.59 for hummocks , 4.34 for floebergs . INTRODUCTION Data from 40 published ...
Page 260
... Obtained through Quasi - static Tests for no Internal Pressure Applied Force / Specimen Weigh 0.4- 0.3 0.2 0.1 0- -0.1- -0.2- -0.3- -0.44 -3 -2 -1 0 1 2 3 + P - 0 psi P - 750 psi P - 1500 psi This procedure was repeated for all test ...
... Obtained through Quasi - static Tests for no Internal Pressure Applied Force / Specimen Weigh 0.4- 0.3 0.2 0.1 0- -0.1- -0.2- -0.3- -0.44 -3 -2 -1 0 1 2 3 + P - 0 psi P - 750 psi P - 1500 psi This procedure was repeated for all test ...
Page 279
... 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 ho hanging initially at the position x = 14 measured ...
... 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 ho hanging initially at the position x = 14 measured ...
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Common terms and phrases
accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor cable calculated carrier pipe catenary coefficient collapse compressive Conference on Offshore configuration corrosion crack damping ratio deepwater defect deformation Det Norske Veritas developed diameter displacement dynamic elastic experimental failure pressures Figure finite element finite element analysis flexible pipe flowline fluid fracture freespans gauge grooves heat transfer heat transfer coefficient hummocks ice force ice load ice sheet increase installation insulation internal pressure layer length liner maximum Mechanics and Arctic method Offshore Mechanics operation parameters PETROBRAS phase pipeline pipeline system plastic predicted ratio reeling Rio de Janeiro riser system risk sagging sand scour sea ice seabed shear stress simulation soil specimens stamukhas steel strain strain gauges stress structure subsea surface temperature tension tests thermal thickness titanium values velocity water depth weld wrinkle