Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 521
A CRITICAL REVIEW OF DRAFT API RECOMMENDED PRACTICE 2FP1 REGARDING FATIGUE LIFE ESTIMATION OF MOORINGS Mohammed Raoof Department of Civil and Structural Engineering South Bank Polytechnic London , United Kingdom Axial fatigue test data ...
A CRITICAL REVIEW OF DRAFT API RECOMMENDED PRACTICE 2FP1 REGARDING FATIGUE LIFE ESTIMATION OF MOORINGS Mohammed Raoof Department of Civil and Structural Engineering South Bank Polytechnic London , United Kingdom Axial fatigue test data ...
Page 524
Wire rope First failure at contact patch between layers 30 Cable axial stress range ( % of maximum breaking load ) Ratio of tension range to reference breaking strength ( log scale ) 1 & 2 3 & 4 2 & 3 4 & 5 outer layer - 1 Chain -0.1 ...
Wire rope First failure at contact patch between layers 30 Cable axial stress range ( % of maximum breaking load ) Ratio of tension range to reference breaking strength ( log scale ) 1 & 2 3 & 4 2 & 3 4 & 5 outer layer - 1 Chain -0.1 ...
Page 530
0.7 0.6 0.5 39mm OD strand Mean axial load - 0.147 MN H - 0.12 Finally , results in Figs . 12a and 12b demonstrate the influence of cable mean axial tension and depth of water on spiral strand's free bending fatigue life .
0.7 0.6 0.5 39mm OD strand Mean axial load - 0.147 MN H - 0.12 Finally , results in Figs . 12a and 12b demonstrate the influence of cable mean axial tension and depth of water on spiral strand's free bending fatigue life .
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Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
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addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone