## 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 112

where o , is the

where o , is the

**tension**component of the stress and Op is the bending component of the stress ; a is the crack depth , c is the half surface crack length on the ID of the pipe and t is pipe wall thickness ; and F , and Fy are the ...Page 314

The large deviation may probably be attributed to

The large deviation may probably be attributed to

**tension**field discrepancies . Similar to the 200 ° C simulation , a significant part of the**tension**field is anchored in the flanges in the simulations , whereas this beneficial effect ...Page 396

A comparison of time series show that dynamic

A comparison of time series show that dynamic

**tension**is out of phase with top motion and quasi - static**tension**, as the amplitude of line motions , and the resulting dynamic**tension**are controlled by drag forces along the line .### 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