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 179
If the annual maximum height and ice thickness ( H max , 1 ) encountered by structure in its serviced life are assumed to follow extreme value I - type distribution , that is : Exl ( k , a ) ( 16 ) It may be concluded that extreme value ...
If the annual maximum height and ice thickness ( H max , 1 ) encountered by structure in its serviced life are assumed to follow extreme value I - type distribution , that is : Exl ( k , a ) ( 16 ) It may be concluded that extreme value ...
Page 180
I Zone II Zone III Zone Normal Distribution u 33.109524 25.057894 32.972881 o 4.705719 4.783672 3.989345 s 0.178767 0.232383 0.179297 r 0.980854 0.967082 0.982298 0.141515 0.144744 0.121311 Lognormal Distribution M 3.492458 3.208881 ...
I Zone II Zone III Zone Normal Distribution u 33.109524 25.057894 32.972881 o 4.705719 4.783672 3.989345 s 0.178767 0.232383 0.179297 r 0.980854 0.967082 0.982298 0.141515 0.144744 0.121311 Lognormal Distribution M 3.492458 3.208881 ...
Page 412
FIGURE 3 - LONGITUDINAL STRESS DISTRIBUTION BEFORE APPLYING FAT PRESSURE NUMERICAL EXAMPLE The numerical test included a 10 inch flexible pipe with one layer Z shaped pressure spiral in combination with one layer rectangular shaped ...
FIGURE 3 - LONGITUDINAL STRESS DISTRIBUTION BEFORE APPLYING FAT PRESSURE NUMERICAL EXAMPLE The numerical test included a 10 inch flexible pipe with one layer Z shaped pressure spiral in combination with one layer rectangular shaped ...
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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 flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load 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