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 224
... specimens were shipped to Ottawa by road and air in insulated boxes with dry ice . All ice shipments were completed successfully with no speci- men degradation . The ice specimens shipped to Ottawa were between 180 mm and 300 mm long ...
... specimens were shipped to Ottawa by road and air in insulated boxes with dry ice . All ice shipments were completed successfully with no speci- men degradation . The ice specimens shipped to Ottawa were between 180 mm and 300 mm long ...
Page 253
... specimens with blunt notches were significantly higher than those of the specimens with sharp cracks . The results presented in a plot of fracture toughness vs √p , where p is the crack - tip radius , provide an esti- mate of the ...
... specimens with blunt notches were significantly higher than those of the specimens with sharp cracks . The results presented in a plot of fracture toughness vs √p , where p is the crack - tip radius , provide an esti- mate of the ...
Page 256
... specimens and fixing the microtomed sam- ples of the matched specimens to a glass slide by cyanoacrylate glue . The orientation of each thin section with respect to crack path is sketched in Fig . 4. Note that the notch front is ...
... specimens and fixing the microtomed sam- ples of the matched specimens to a glass slide by cyanoacrylate glue . The orientation of each thin section with respect to crack path is sketched in Fig . 4. Note that the notch front 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