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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actuator analysis applied assessment axial ball valve Beaufort Sea bending bifurcation break-out buckling calculations check valve circumferential Cisco field coefficient collapse corrosion crack ensembles crack tip damage deformation density distribution effect equations ESD valve Figure flow force fracture fracture mechanics free span function HAZ toughness Houston hydrodynamic ice feature ice hole ice keel ice scour increase installation layer length line pipe Lougheed Island material maximum method mode shape Offshore Mechanics Offshore Technology Conference on-bottom stability parameters partial safety factors pearlite permafrost pipe displacement pipe weight pipeline plastic plate platform predicted pressure procedure radial ratio reliability riser rupture scour hole seabed seastate shows simulated Sotberg stability design strength stress structure Submarine Pipelines subsea subsea ESD surface Table tensile tensile strength tracers tube uncertainty values variables velocity vertical wave yield strength