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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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