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 99
... layers and special discrete reinforcement elements for the helical cables . A particular example of a three layer doubly rein- forced pipe section under internal pressure is studied . Good agree- ment is found between analytical model ...
... layers and special discrete reinforcement elements for the helical cables . A particular example of a three layer doubly rein- forced pipe section under internal pressure is studied . Good agree- ment is found between analytical model ...
Page 101
... Layer Details of the development of the layer equations for the helical reinforcement are given in [ 9 ] and only a summary is presented here . The layer is assumed to consist of a equal number of equal diameter strands equally spaced ...
... Layer Details of the development of the layer equations for the helical reinforcement are given in [ 9 ] and only a summary is presented here . The layer is assumed to consist of a equal number of equal diameter strands equally spaced ...
Page 102
... layer pipe where now each layer has different material properties and the centre layer contains two layers of helically wound reinforcement . Details of the pipe section are given in Figure 4. The centre layer of elements is included ...
... layer pipe where now each layer has different material properties and the centre layer contains two layers of helically wound reinforcement . Details of the pipe section are given in Figure 4. The centre layer of elements is included ...
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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