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 35
... PRESSURE G.-T. Ju and S. Kyriakides Engineering Mechanics Research Laboratory Department of Aerospace Engineering and Engineering Mechanics The University of Texas at Austin Austin , Texas F H ba ala ° 1.2 1.0 X - 52. ABSTRACT Commonly ...
... PRESSURE G.-T. Ju and S. Kyriakides Engineering Mechanics Research Laboratory Department of Aerospace Engineering and Engineering Mechanics The University of Texas at Austin Austin , Texas F H ba ala ° 1.2 1.0 X - 52. ABSTRACT Commonly ...
Page 38
... Pressure A sample of bifurcation buckling results for long tubes under external pressure is shown in Fig . 6. The tubes are considered to be under a plane strain condition in the axial direction . The material properties used correspond ...
... Pressure A sample of bifurcation buckling results for long tubes under external pressure is shown in Fig . 6. The tubes are considered to be under a plane strain condition in the axial direction . The material properties used correspond ...
Page 39
... pressure the bifurcation in- stabilities precede the limit loads and are seen to be in good agreement with the ... pressure . In the first four cases shown the buckling failure consists of one sharp kink . As the pres- sure at which the ...
... pressure the bifurcation in- stabilities precede the limit loads and are seen to be in good agreement with the ... pressure . In the first four cases shown the buckling failure consists of one sharp kink . As the pres- sure at which the ...
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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