Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 182
a ( T ) = ( 24 ) be applied to predict the failure probability Ps by letting P = P2
since the lowest temperature of sea water changes within a small range . 3 . 3
Critical Temperature - Environmental Temperature Interference Model Feng Zude
and ...
a ( T ) = ( 24 ) be applied to predict the failure probability Ps by letting P = P2
since the lowest temperature of sea water changes within a small range . 3 . 3
Critical Temperature - Environmental Temperature Interference Model Feng Zude
and ...
Page 385
To predict the number of temperature drops pr year to give the basis for the
lifetime calculation the following assumptions are made : a ) b ) Thermal stresses
due to cooling of the riser from a steady state operating temperature . Stresses ...
To predict the number of temperature drops pr year to give the basis for the
lifetime calculation the following assumptions are made : a ) b ) Thermal stresses
due to cooling of the riser from a steady state operating temperature . Stresses ...
Page 401
A control study was conducted to verify that DSC could detect the annealing
effects of Pall at different temperatures . Unused ... As shown Figure 4 , there is
good correlation between the annealing temperature and the onset temperature
of the ...
A control study was conducted to verify that DSC could detect the annealing
effects of Pall at different temperatures . Unused ... As shown Figure 4 , there is
good correlation between the annealing temperature and the onset temperature
of the ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield