## 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

The incremental

The incremental

**solution**procedure is conducted by prescribing increments of curvature and pressure ( or displacement az ) . After the**solution**of each load increment has been calculated the moment can be evaluated from t / 2 ( 11 ) al ...Page 64

It is also assumed further that Cl ( t ) can be written The

It is also assumed further that Cl ( t ) can be written The

**solution**to equation ( 5 ) is assumed to be the product of the mode shape and a time dependent term , as given in Equation ( 6 ) . y ' ( x ' ...Page 64

It is also assumed further that Cl ( t ) can be written The

It is also assumed further that Cl ( t ) can be written The

**solution**to equation ( 5 ) is assumed to be product of the mode shape and a time dependent term , as given in Equation ( 6 ) . y ' ( x ...### What people are saying - Write a review

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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 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 ratio 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