## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 30

A point located at a distance d from an indentor is

A point located at a distance d from an indentor is

**assumed**to move at a constant velocity One Intermittent Crushing Event Loading Extrusion IN Figure 4. Plots. Separation Extrusion Loading tody Test No. 204 Floating Ice Sheet 30 PO bh ...Page 59

p = Pmax ( R , w ) exp r.m ) ene over the explt - to 9 ( R , w ) ( 1 ) Therefore the sound speed in water ( 1460 m / s ) can be

p = Pmax ( R , w ) exp r.m ) ene over the explt - to 9 ( R , w ) ( 1 ) Therefore the sound speed in water ( 1460 m / s ) can be

**assumed**as shock wave speed , and the arrival time can be defined as where : to = R / 1460 s = W S р = shock ...Page 136

Using the geotechnical inputs in Table 2 , and

Using the geotechnical inputs in Table 2 , and

**assuming**the unit weight of the backfill soil is 17.17 kN / m ” , equation ... As the slope length for Slope A is**assumed**to be 100 meters long , the analytical solution predicts that if ...### What people are saying - Write a review

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### Contents

FATIGUE AND DEFORMATION | 1 |

Determination of Recovery Length in Spiral Strands | 9 |

FRACTURE ASSESSMENT AND ANALYSIS | 37 |

Copyright | |

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analysis applied assessment bending calculated compared composition constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack ferrite Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield