Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 195
... ridge force is therefore of major importance in the design of such structures . The study of multiyear pressure ridge loads on conical structures has not been very extensive . Therefore , confusion and inconsistency still exist in the ...
... ridge force is therefore of major importance in the design of such structures . The study of multiyear pressure ridge loads on conical structures has not been very extensive . Therefore , confusion and inconsistency still exist in the ...
Page 196
... ridge - structure interaction in these tests indicated that the ridge usually fails initially with the formation of a center crack at the point of interac- tion with the structure , followed with the formation of two hinge cracks at ...
... ridge - structure interaction in these tests indicated that the ridge usually fails initially with the formation of a center crack at the point of interac- tion with the structure , followed with the formation of two hinge cracks at ...
Page 197
... ridge length , etc. Plastic Analysis Model This model predicts the failure loads of an ice ridge against a cone based on plastic limit analysis theory . Figure 1 shows calculated ridge forces for the two ridges . The figure presents ...
... ridge length , etc. Plastic Analysis Model This model predicts the failure loads of an ice ridge against a cone based on plastic limit analysis theory . Figure 1 shows calculated ridge forces for the two ridges . The figure presents ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Seasonal Ice Cover Variability in a Coupled IceOcean Model for the Arctic Ocean | 11 |
An Illustration of Theoretical and Empirical Errors and the Effect of the Resolution of the | 21 |
Copyright | |
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analysis angle Arctic/Polar Technology ASME beam Beaufort Sea berm brine calculated Canada Cold Regions compressive conducted crack creep Croasdale curves deflection density displacement drag drag coefficient effect elastic equation evaporator experimental failure finite element flexural floe flow fluid form drag fracture toughness freezing frequency friction coefficient heat transfer ice cover ice forces ice load ice movement ice plates ice rubble ice sheet ice thickness increase indentor Laboratory layer length linear maximum mode offshore structure OMAE panels parameters permafrost pile plane strain plastic Plastic Analysis plotted Poisson's Ratio pore pressure predictions ratio Research Ride-Up ridge rubble field salinity samples scale sea ice sensors shear shear strength shear stress shown in Figure simulation snow soil spray ice strain rate strength stress surface Technology ASME 1992 temperature thaw thaw depth thermal thermosyphon Timco tube Tuktoyaktuk values velocity vertical