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 305
The assessment curve , eqn.3 , was not able to take account of material work - hardening , it being unconservative at the shoulder region and over conservative producing a tail on the failure line , for high degrees of work hardening .
The assessment curve , eqn.3 , was not able to take account of material work - hardening , it being unconservative at the shoulder region and over conservative producing a tail on the failure line , for high degrees of work hardening .
Page 489
For example , JWES failure assessment curve for Type C specimen can be calculated using Eqs . ( 2 ) and ( 27 ) ... The Curves do not indicate dependence on material properties and specimen geometry before incipient yielding Occurs .
For example , JWES failure assessment curve for Type C specimen can be calculated using Eqs . ( 2 ) and ( 27 ) ... The Curves do not indicate dependence on material properties and specimen geometry before incipient yielding Occurs .
Page 391
6 curves . The B parameter corresponds to the ultimate displacement , the A parameter comes from the initial portion of the creep curve , and a comes from the rate of displacement . Dividing the components of the quotient of ( 2 ) by A ...
6 curves . The B parameter corresponds to the ultimate displacement , the A parameter comes from the initial portion of the creep curve , and a comes from the rate of displacement . Dividing the components of the quotient of ( 2 ) by A ...
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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