## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 102

Composite

Composite

**Pipe**A composite**pipe**is now considered using the same mesh density as before. The**pipe**selected is a three layer**pipe**where now each layer has different material properties and the centre layer contains two layers of ...Page 148

steps , and ( 4 ) the pipeline displacement and strain limits . assumes The design procedure that the net

steps , and ( 4 ) the pipeline displacement and strain limits . assumes The design procedure that the net

**pipe**movement caused by separate seastates are independent and the total net**pipe**displacement at the end of a storm is the of ...Page 149

The lognormal distribution function is given as F ( X ) - 5 ( 28 ) -1/2 Exp [ - ( ln ( x ) -- ) 2/202 ] dx ( 1 ) net Using the 100 - year

The lognormal distribution function is given as F ( X ) - 5 ( 28 ) -1/2 Exp [ - ( ln ( x ) -- ) 2/202 ] dx ( 1 ) net Using the 100 - year

**pipe**displacement approach ,**pipe**displacements are accumulated for each seastate within a given ...### What people are saying - Write a review

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### Contents

PIPELINE MATERIALS AND WELDING | 1 |

PIPELINE DESIGN I | 35 |

OFFSHORE TECHNOLOGY PART | 53 |

Copyright | |

5 other sections not shown

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### Common terms and phrases

actuator addition analysis applied approach assessment assumed bending buckling calculations caused collapse considered CONTINUE copper corrosion crack crack tip damage depth diameter direction displacement distribution effect elements Engineering ensemble equations external factors failure field Figure flow force fracture function given included increase initial installation internal layer length limit load material maximum measured mechanical method mode notch obtained occurred Offshore OLAC operation parameters pipe pipeline plastic plate platform position predicted presented pressure procedure properties radial range ratio reduced relative reliability resistance response safety scour shown shows simulated soil solution span steel strength stress structure subsea surface Table thickness toughness tracers tube values valve variables wall wave weight weld yield