Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 28
... values computed have been included in the plots rather than being tabulated . The J - values obtained using the FE - code ABA- QUS can easily be converted to stress intensity factors K by using الرال K2 ( 1-2 ) = E ( 1 ) 3.2 ...
... values computed have been included in the plots rather than being tabulated . The J - values obtained using the FE - code ABA- QUS can easily be converted to stress intensity factors K by using الرال K2 ( 1-2 ) = E ( 1 ) 3.2 ...
Page 39
... values of pressure the bifurcation in- stabilities precede the limit loads and are seen to be in good agreement with ... values of curvature and should not be used . The measured and predicted moment - curvature responses from three of ...
... values of pressure the bifurcation in- stabilities precede the limit loads and are seen to be in good agreement with ... values of curvature and should not be used . The measured and predicted moment - curvature responses from three of ...
Page 51
... values Y.X were to be the same as * Viki the design values X ,, the resulting design would have a reliability Index B and a probability of failure P = ( -6 ) . Thus , if Pf . is an acceptable of the design , probability of set factors ...
... values Y.X were to be the same as * Viki the design values X ,, the resulting design would have a reliability Index B and a probability of failure P = ( -6 ) . Thus , if Pf . is an acceptable of the design , probability of set factors ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld