## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |

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Page 147

Note that is given by

Note that is given by

**Equation**( 11 ) gives the displacement at the pipe centerline ( Figure la , point o ) rather than the Pure Stretch axis for perfect plasticity ( Figure 1a , point o ' ) , hence we obtain a conservative prediction ...Page 190

( applied stress exponent n ) of each isothermal line from

( applied stress exponent n ) of each isothermal line from

**equation**( 5 ) becomes -7.30 . Since the values of intercept of the log tr axis are the functions of temperature , the linear**equation**can be obtained as follows . log tr -0.84 ...Page 191

103 The

103 The

**equation**( 1 " ) may be rewritten in the form 903K B 963K = OI 1023K 102 RUPTURE TIME ( hr ) log tr n ' logo B + C ' ( 1 " ) Therefore , the**equations**( 8 ) and ( 10 ) are in accordance with the minimum - commitment method ...### What people are saying - Write a review

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### Contents

OFFSHORE MECHANICS | 1 |

MATERIALS TECHNOLOGY | 9 |

The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |

Copyright | |

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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield