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 237
the element to expand radially outward and contact the casing inner diameter , as well as the outer diameter of the packer mandrel . A contact pressure with a value exceeding the expected differential pressure must be induced at the ...
the element to expand radially outward and contact the casing inner diameter , as well as the outer diameter of the packer mandrel . A contact pressure with a value exceeding the expected differential pressure must be induced at the ...
Page 278
13 a finite element mesh for the uncracked joint consisting of isoparametric plane strain elements is shown . The co - ordinates of the nodal points where the detail was cut from the solid element chord - brace transition region ...
13 a finite element mesh for the uncracked joint consisting of isoparametric plane strain elements is shown . The co - ordinates of the nodal points where the detail was cut from the solid element chord - brace transition region ...
Page 441
+ a + 2 al on where a = 1 and E = El . FINITE - ELEMENT MODELLING - . a Two - dimensional , plane strain finite - element analyses of SE ( B ) specimens are performed using conventional small strain theory . These analyses are conducted ...
+ a + 2 al on where a = 1 and E = El . FINITE - ELEMENT MODELLING - . a Two - dimensional , plane strain finite - element analyses of SE ( B ) specimens are performed using conventional small strain theory . These analyses are conducted ...
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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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Common terms and phrases
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