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 133
... specimens so that PMTS becomes PMTS = P ' + PA + F ; ( 4 ) As the jack force F , is increased the specimen is bent until it forms a wrinkle of desired size . The jack stroke was limited to the formation of one wrinkle only . Once the ...
... specimens so that PMTS becomes PMTS = P ' + PA + F ; ( 4 ) As the jack force F , is increased the specimen is bent until it forms a wrinkle of desired size . The jack stroke was limited to the formation of one wrinkle only . Once the ...
Page 136
... specimens , Specimens 9 to 12 , as detailed in Table 1 were tested under cyclic axial load and moment . The loading history has previously been described in associate with Specimen 10 . Wrinkle Locations and Shapes of Bending Specimens ...
... specimens , Specimens 9 to 12 , as detailed in Table 1 were tested under cyclic axial load and moment . The loading history has previously been described in associate with Specimen 10 . Wrinkle Locations and Shapes of Bending Specimens ...
Page 137
... specimen lengths were carried out on plane and welded cyclically loaded pipe specimens . It was found that : ( a ) The two pipe specimens subjected to monotonically increasing compressive axial strain ( Tests 1 and 2 ) were highly ...
... specimen lengths were carried out on plane and welded cyclically loaded pipe specimens . It was found that : ( a ) The two pipe specimens subjected to monotonically increasing compressive axial strain ( Tests 1 and 2 ) were highly ...
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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