Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 149
... shear tested at -10 ± 1 ° C . The tests were performed using a constant displacement rate of 0.0381 cm / s . This shear rate ensured a brittle failure at the ice / coating interface and produced virtually 100 % ice removal in every test ...
... shear tested at -10 ± 1 ° C . The tests were performed using a constant displacement rate of 0.0381 cm / s . This shear rate ensured a brittle failure at the ice / coating interface and produced virtually 100 % ice removal in every test ...
Page 152
... shear test . The extensive ice crushing of this particular sample correlates well with its high shear strength . It should be noted that this sample produced the Type IV failure example of Figure 6. It is surmised that the two small ...
... shear test . The extensive ice crushing of this particular sample correlates well with its high shear strength . It should be noted that this sample produced the Type IV failure example of Figure 6. It is surmised that the two small ...
Page 153
... shear strength of 1.07 . Neither ice thickness at the center of the plate nor the average of three measurements of the height of the vertical loading face correlate with normalized shear strength . It was clear that our test method is ...
... shear strength of 1.07 . Neither ice thickness at the center of the plate nor the average of three measurements of the height of the vertical loading face correlate with normalized shear strength . It was clear that our test method is ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus