## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

Results 1-3 of 44

Page 247

ss str the stiffness and the ultimate strength of the node does not change

significantly . After wall penetration the

controlled experiment and the flexibility of the joint increases . Therefore wall

penetration is ...

ss str the stiffness and the ultimate strength of the node does not change

significantly . After wall penetration the

**crack**growth rate speeds up in a loadcontrolled experiment and the flexibility of the joint increases . Therefore wall

penetration is ...

Page 249

For c the

f ( aj + 1 ) . . . . . . . ( 13 ) 7 . 8 . With the new

the next step can be calculated , starting with point 1 above . The calculation has

...

For c the

**crack**dimension can also be determined with a forcing function C1 + 1 =f ( aj + 1 ) . . . . . . . ( 13 ) 7 . 8 . With the new

**crack**dimensions 21 + 1 and C1 + 1the next step can be calculated , starting with point 1 above . The calculation has

...

Page 317

12 ASVT ) " ) and ay is the

predict the fatigue life given any initial defect size . Alternatively , the equation

can be used to estimate the initial defect size from the measured fatigue lives and

...

12 ASVT ) " ) and ay is the

**crack**size after N cycles . Equation ( 4 ) can be used topredict the fatigue life given any initial defect size . Alternatively , the equation

can be used to estimate the initial defect size from the measured fatigue lives and

...

### What people are saying - Write a review

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

### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

25 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind