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 177
Two types of parameters are involved in the fracture assessment on cracked
structural components : fracture toughness of structural components ( material )
and fracture parameter of crack characterizing stress and strain field around
crack ...
Two types of parameters are involved in the fracture assessment on cracked
structural components : fracture toughness of structural components ( material )
and fracture parameter of crack characterizing stress and strain field around
crack ...
Page 180
114811 where th o are the parameters for Normal distribution or Lognormal
distribution ; es n , ß are the parameters for Weibull distribution ( position , scale ,
shape parameter ) ; k , a are the parameters for Extreme value I - type distribution
; s ...
114811 where th o are the parameters for Normal distribution or Lognormal
distribution ; es n , ß are the parameters for Weibull distribution ( position , scale ,
shape parameter ) ; k , a are the parameters for Extreme value I - type distribution
; s ...
Page 338
The parameter 6 is equal to the ratio bctween the fluid viscosity and the intrinsic
permeability of the medium . ... For the convenience of presentation , the
following set of dimensionless parameters ( e is radius of pile ) for the bar are
defined ...
The parameter 6 is equal to the ratio bctween the fluid viscosity and the intrinsic
permeability of the medium . ... For the convenience of presentation , the
following set of dimensionless parameters ( e is radius of pile ) for the bar are
defined ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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