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 68
k 90° o • o 8 Strain gauge Strain ( % ) + 6 = ( - 1 ) + + P Ihtio A - A ' section + + |
Pressure gauge Test pipe ( 36 " O . D . x 12 . 7mmW . T . ) 3000mm 5 25 30 10 15
20 Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump Fig .
k 90° o • o 8 Strain gauge Strain ( % ) + 6 = ( - 1 ) + + P Ihtio A - A ' section + + |
Pressure gauge Test pipe ( 36 " O . D . x 12 . 7mmW . T . ) 3000mm 5 25 30 10 15
20 Hydrostatic pressure ( MPa ) Strain gauge Water tank Pressure pump Fig .
Page 383
Proceedings of OMAE ' 01 : 20th International Conference on Offshore
Mechanics and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil
PRINCIPLES FOR LIFE TIME ESTIMATION OF PVDF PRESSURE BARRIERS IN
HIGH ...
Proceedings of OMAE ' 01 : 20th International Conference on Offshore
Mechanics and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil
PRINCIPLES FOR LIFE TIME ESTIMATION OF PVDF PRESSURE BARRIERS IN
HIGH ...
Page 385
Axial stress level The total axial stress acting in the pressure barrier is assumed
to come from the following sources : 10 °C drop of temperature . To predict the
number of temperature drops pr year to give the basis for the lifetime calculation
the ...
Axial stress level The total axial stress acting in the pressure barrier is assumed
to come from the following sources : 10 °C drop of temperature . To predict the
number of temperature drops pr year to give the basis for the lifetime calculation
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