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 158
... value ) , for each of the two floes . We list the estimates obtained using various the air - ice cutoff values of the angle , e , between ice - water and shear stresses , below which the estimates are omitted . As expected , higher values ...
... value ) , for each of the two floes . We list the estimates obtained using various the air - ice cutoff values of the angle , e , between ice - water and shear stresses , below which the estimates are omitted . As expected , higher values ...
Page 158
... value ) , for each the two floes . We list the estimates obtained using various cutoff values of the angle , e , between the air - ice and ice - water shear stresses , below which the estimates are omitted . As expected , higher values ...
... value ) , for each the two floes . We list the estimates obtained using various cutoff values of the angle , e , between the air - ice and ice - water shear stresses , below which the estimates are omitted . As expected , higher values ...
Page 255
... values and standard deviations of the apparent fracture toughness Ko , as well as the crack tip radius p of the specimens of each group are summarized in Table 1. From Table 1 , the mean values of group A , B , C were 40 % to 96 ...
... values and standard deviations of the apparent fracture toughness Ko , as well as the crack tip radius p of the specimens of each group are summarized in Table 1. From Table 1 , the mean values of group A , B , C were 40 % to 96 ...
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