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 184
The calculation results show that taking crack growth effect into account would
increase the estimated failure probability value about 3 - 10 times in the case of
longer remaining serviced term . The remaining serviced term has effect on
failure ...
The calculation results show that taking crack growth effect into account would
increase the estimated failure probability value about 3 - 10 times in the case of
longer remaining serviced term . The remaining serviced term has effect on
failure ...
Page 190
Failure Criteria In the reliability models for inspection and repair by others [ 1 - 4 ]
, only fatigue failure is taken into account , the effect on inspection decisions by
fracture cannot be considered , even if the critical fatigue crack size is determined
...
Failure Criteria In the reliability models for inspection and repair by others [ 1 - 4 ]
, only fatigue failure is taken into account , the effect on inspection decisions by
fracture cannot be considered , even if the critical fatigue crack size is determined
...
Page 191
From the failure functions for three events , we may estimate fatigue failure
probability P and fracture failure probability Po , in each event ( j = 1 , 2 , 3 ) ,
using the numerical method , such as FORM , SORM , and Monte Carlo methods
.
From the failure functions for three events , we may estimate fatigue failure
probability P and fracture failure probability Po , in each event ( j = 1 , 2 , 3 ) ,
using the numerical method , such as FORM , SORM , and Monte Carlo methods
.
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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