## 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 119

The test involves subjecting the pipeline to a hydrostatic

The test involves subjecting the pipeline to a hydrostatic

**pressure**that is typically some specified percentage ( 125 % -150 % ) of the maximum ...Page 211

lie above the so - called ' guaranteed ' shell collapse

lie above the so - called ' guaranteed ' shell collapse

**pressure**predicted ... in the usual design range the COV is estimated to be 5 % [ 11 ] .**pressures**.Page 212

hydrostatic

hydrostatic

**pressure**by replacing the Von Mises**pressure**, Pm , in Eqn ( 3 ) with its counterpart Prm in Eqn ( 7 ) ; i.e : ( 0.5pm Pro , if p , Pem , if p ...### 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