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 450
of normal force per unit length line - contact between two wires p unit contact patch normal force per length of the core wire r wire radius 3 d / 2 S22 normal interwire compliance т axial tension in the wrapping wire , tangential force ...
of normal force per unit length line - contact between two wires p unit contact patch normal force per length of the core wire r wire radius 3 d / 2 S22 normal interwire compliance т axial tension in the wrapping wire , tangential force ...
Page 452
T AT ( 4 ) T = 0 where n is the number of wires in the outer layer adjacent to the core wire ( i.e. n = number of contact patches ) , p is the normal force · per unit length of one contact patch along the core wire given by that is ...
T AT ( 4 ) T = 0 where n is the number of wires in the outer layer adjacent to the core wire ( i.e. n = number of contact patches ) , p is the normal force · per unit length of one contact patch along the core wire given by that is ...
Page 523
Wire breakages can both be internal and / or external , and reliable methods for detecting internal wire failures ( under service conditions ) are still to be developed , although some progress has been made .
Wire breakages can both be internal and / or external , and reliable methods for detecting internal wire failures ( under service conditions ) are still to be developed , although some progress has been made .
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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 | |
36 other sections not shown
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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