## 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**...Page 211

lie above the so - called ' guaranteed ' shell collapse

formulation . ... mean strength 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 ] .

lie above the so - called ' guaranteed ' shell collapse

**pressure**predicted by thisformulation . ... mean strength 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

its counterpart Prm in Eqn ( 7 ) ; i.e : ( 0.5pm Pro , if p , Pem , if p , < Prm ( 8 ) P , (

1-0.5 px / pm ) • Geometric properties , i.e. the length , internal radius , thickness ...

hydrostatic

**pressure**by replacing the Von Mises**pressure**, Pm , in Eqn ( 3 ) withits counterpart Prm in Eqn ( 7 ) ; i.e : ( 0.5pm Pro , if p , Pem , if p , < Prm ( 8 ) P , (

1-0.5 px / pm ) • Geometric properties , i.e. the length , internal radius , thickness ...

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