Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 37
... solution proce- dure is conducted by prescribing increments of curvature and pressure ( or displacement a2 ) . After the solution of each load increment has been calculated the moment can be evaluated from M = 2R 。[ " [ " " , ¤zdz do ...
... solution proce- dure is conducted by prescribing increments of curvature and pressure ( or displacement a2 ) . After the solution of each load increment has been calculated the moment can be evaluated from M = 2R 。[ " [ " " , ¤zdz do ...
Page 64
... solution equation ( 5 ) is assumed to be product of the mode shape and a time dependent term , as given in Equation ( 6 ) . y ' ( x ' , t ' ) = $ ( x ' ) ¥ ( t ' ) ( 3 ) where f is the vortex shedding frequency and CLm is the amplitude ...
... solution equation ( 5 ) is assumed to be product of the mode shape and a time dependent term , as given in Equation ( 6 ) . y ' ( x ' , t ' ) = $ ( x ' ) ¥ ( t ' ) ( 3 ) where f is the vortex shedding frequency and CLm is the amplitude ...
Page 182
... solution to this general problem is described in this paper to determine the forces between an ice keel and seabed soil . The solution is based on plasticity theory ( in particular , lower bound solutions ) . TWO dimensional plane ...
... solution to this general problem is described in this paper to determine the forces between an ice keel and seabed soil . The solution is based on plasticity theory ( in particular , lower bound solutions ) . TWO dimensional plane ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld