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 300
Model tests have been used to estimate the collapse loads of uncracked joints . These and other estimates have lead to formulae proposed by DnV and API ( UEG , 1985 ) . A value for the limit load of the cracked body could be taken from ...
Model tests have been used to estimate the collapse loads of uncracked joints . These and other estimates have lead to formulae proposed by DnV and API ( UEG , 1985 ) . A value for the limit load of the cracked body could be taken from ...
Page 374
5 assuming that the mean value of each distribution is the estimate Fs / A , Considering that the abscissae of Figs . 6 and 7 express only the precision error , the new technique proposed is found to have great possibility to boost the ...
5 assuming that the mean value of each distribution is the estimate Fs / A , Considering that the abscissae of Figs . 6 and 7 express only the precision error , the new technique proposed is found to have great possibility to boost the ...
Page 375
The error of estimate would be much larger , if the ith loosening torque and ( i + 1 ) th tightening torque are used for the estimation by eq ( 6 ) ( plots marked and O in Fig . 9 ) . 20 Mosa paste lub .
The error of estimate would be much larger , if the ith loosening torque and ( i + 1 ) th tightening torque are used for the estimation by eq ( 6 ) ( plots marked and O in Fig . 9 ) . 20 Mosa paste lub .
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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