## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 107

For a multi - linear S - N model , the mean damage for a

For a multi - linear S - N model , the mean damage for a

**stress**cycle of a non narrow - banded**stress**process , E [ DD ] , is calculated from , ELAD = E.Page 195

The largest values of the extreme

The largest values of the extreme

**stress**distribution are assumed to follow a Gumbel distribution . Hancock et al 1986 ref [ 8 ] , have found empirically ...Page 436

The

The

**stress**intensity factor is given by the following equation : ΔK = Δσ Υ ( a ) π.a ( 1 ) ( 2 ) where so is the**stress**range and t is time .### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind