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 39
... predictions are unconservative for lower values of curvature and should not be used . The measured and predicted moment - curvature responses from three of the experiments are compared in Fig . 11. Both the predicted responses as well ...
... predictions are unconservative for lower values of curvature and should not be used . The measured and predicted moment - curvature responses from three of the experiments are compared in Fig . 11. Both the predicted responses as well ...
Page 44
... Predicted pressure - curvature collapse envelopes with and without material yield anisotropy . 1.2- M Mo 1.0- Do / t ... predicted moment - curvature responses at different values of pressure . Fig . 14 Predicted moment - curvature ...
... Predicted pressure - curvature collapse envelopes with and without material yield anisotropy . 1.2- M Mo 1.0- Do / t ... predicted moment - curvature responses at different values of pressure . Fig . 14 Predicted moment - curvature ...
Page 65
... predicting response amplitudes for spans undergoing VIV , a series of comparisons was made between predicted response amplitudes and experimental data . The dis- cussion that follows highlights some of these compari- sons . It should be ...
... predicting response amplitudes for spans undergoing VIV , a series of comparisons was made between predicted response amplitudes and experimental data . The dis- cussion that follows highlights some of these compari- sons . It should be ...
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Common terms and phrases
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