## 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 88

In contrast , the applied stress ( failure or

function of the base metal yield stress since the design stress is based on some

fraction of the yield stress . Thus , weld metal defect assessments require the

yield ...

In contrast , the applied stress ( failure or

**plastic**collapse stress ) is only afunction of the base metal yield stress since the design stress is based on some

fraction of the yield stress . Thus , weld metal defect assessments require the

yield ...

Page 444

250 200 150 Npl [ kPa.m ] LLD Estimates I 20 % Undermatch A 20 % Overmatch

SMOD Estimates 0 20 % Undermatch A 20 % Overmatch 50 00.0 0.4 Figure 8 :

250 200 150 Npl [ kPa.m ] LLD Estimates I 20 % Undermatch A 20 % Overmatch

SMOD Estimates 0 20 % Undermatch A 20 % Overmatch 50 00.0 0.4 Figure 8 :

**Plastic**zone shape for homogeneous SE ( B ) loaded to J = 201 KPa.m overlaid ...Page 461

1500

Matrix ( b / a = 2 ) YP900 LHZ 900 True stress , S ( MPa ) VIR DIE L4 type ( b / a =

4 ) n Bay DIZ QUIS UZZ YP TS ( MPa ) ( MPa ) 900 942 600 Matrix ( YP900 ) ...

1500

**Plastic**region M LHZ YP1200 Litype ( b / a = 1 ) A a 1200 LHZ M L2 typeMatrix ( b / a = 2 ) YP900 LHZ 900 True stress , S ( MPa ) VIR DIE L4 type ( b / a =

4 ) n Bay DIZ QUIS UZZ YP TS ( MPa ) ( MPa ) 900 942 600 Matrix ( YP900 ) ...

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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 | |

20 other sections not shown

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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