## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Offshore structures |

### From inside the book

Results 1-3 of 67

Page 83

Calculate the influence of the depth of submergence from

k4 =1-0.4(0.954) = 0.618 7. Calculate the exposure factor for ice clearing using

...

Calculate the influence of the depth of submergence from

**equation**(22). -1S/S2 :.k4 =1-0.4(0.954) = 0.618 7. Calculate the exposure factor for ice clearing using

**equation**(24). 20J7.50 m k, = — =0.782 ' 70.0 m 8 . Determine Nam, from Table 3...

Page 110

Hence, the following

C(AK)B (2) This is called later Paris Crack Growth

material constants for a given test condition. Paris

Hence, the following

**equation**is proposed based on the work from Paris: da/dN=C(AK)B (2) This is called later Paris Crack Growth

**Equation**, in which C and n arematerial constants for a given test condition. Paris

**Equation**describes in ...Page 112

At/, da/dN = ^-(AK) « exp(-^) (24) kT Now define: c=Aexp(^, (25) , kcc n=k + — kT (

26) then Eq.(24) becomes the famous Paris

dN=C(AK)n As known, U and (X are microscopic structural parameters of the ...

At/, da/dN = ^-(AK) « exp(-^) (24) kT Now define: c=Aexp(^, (25) , kcc n=k + — kT (

26) then Eq.(24) becomes the famous Paris

**Equation**of fatigue crack growth: daldN=C(AK)n As known, U and (X are microscopic structural parameters of the ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OMAE99PA1135 | 19 |

OMAE99PA1141 | 39 |

PROPELLERICE INTERACTION | 53 |

Copyright | |

24 other sections not shown

### Other editions - View all

### Common terms and phrases

Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore conical structures contact area Copyright O 1999 creep creep deformation deformation density determined diameter distribution dynamic effect equation estimate experimental failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shaft shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone