## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 3American Society of Mechanical Engineers, 1992 - Arctic regions |

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Page 55

Second , the area fraction of fully recovered regions in the crack plane increases with slowering thermal

Second , the area fraction of fully recovered regions in the crack plane increases with slowering thermal

**cycle**. ...**Cycles**3 and 4 with Steel D ( Figure 3d ) had slightly different correlations than the rest and are perhaps exceptions ...Page 252

The hot spot stress range was 240 MPa and the stress ratio , R , which is the ratio of minimum to maximum load in the fatigue

The hot spot stress range was 240 MPa and the stress ratio , R , which is the ratio of minimum to maximum load in the fatigue

**cycle**, was -1 . Loading was discontinued after 184,000**cycles**at which point the maximum saddle crack depth ...Page 290

8 The Treatment of Variable Amplitude Loading The number of

8 The Treatment of Variable Amplitude Loading The number of

**cycles**of each block of stress and the total number of**cycles**do not provide a limit for the end of the fatigue calculation , instead they provide the " weighting " in the ...### What people are saying - Write a review

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### Contents

ADVANCES IN STEEL AND WELDING | 65 |

Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |

ThroughThickness Properties of TMCP Steels | 81 |

Copyright | |

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### Common terms and phrases

analysis applied assessment axial base base metal bending bolt calculated carried chord combined compared complete composite compression concentration considered constant corrosion crack growth curve cycles damage defects depth determined diameter distribution edge effect elastic elements energy Engineering equations estimate experimental failure fatigue crack Figure fracture function geometry hardness heat higher hydrogen increase initial interaction International limit load material mean measured mechanical method mode observed obtained occur Offshore parameters performed pipe plastic plate predictions present pressure probability problems procedure produced properties range ratio reduced reference region Research shown shows solution specimens steel stiffness strain stress intensity factors structures subjected surface Table technique temperature tensile tension thickness thread toughness tubular joints values weld metal yield strength