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 29
... surface Up to now crack tips were investigated which were placed equidistant from the next free surface . This of course has to be seen as a special case of such ensembles . Therefore in the following crack ensembles with radially ...
... surface Up to now crack tips were investigated which were placed equidistant from the next free surface . This of course has to be seen as a special case of such ensembles . Therefore in the following crack ensembles with radially ...
Page 183
... surface is there- fore dependent on the vertical component of the total soil resistance . The most likely failure mechanism , or direction of movement of the ice , is that which will allow movement of the ice through the soil with the ...
... surface is there- fore dependent on the vertical component of the total soil resistance . The most likely failure mechanism , or direction of movement of the ice , is that which will allow movement of the ice through the soil with the ...
Page 185
... surface length , and there- fore resistance to loading , is minimised if the rupture surface does not dip downwards . However , it was also noted above that strati- graphy could influence the above observations . Given that the rupture ...
... surface length , and there- fore resistance to loading , is minimised if the rupture surface does not dip downwards . However , it was also noted above that strati- graphy could influence the above observations . Given that the rupture ...
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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