## 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

Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 A FUNDAMENTAL INVESTIGATION OF THE EFFECTS OF THE HYDROSTATIC

Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 A FUNDAMENTAL INVESTIGATION OF THE EFFECTS OF THE HYDROSTATIC

**PRESSURE**TEST ON THE STRUCTURAL ...Page 211

lie above the so - called ' guaranteed ' shell collapse

lie above the so - called ' guaranteed ' shell collapse

**pressure**predicted by this formulation . ... for this lower bound curve is estimated to be 1.17 and 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 , 2 Prm if p , < Prm ( 8 ) ( py ( 1 – 0.5 py / pm ) • Geometric properties , i.e. the length ...### 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 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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind