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 133
... Table.4 shows the Cavg five ships . values for the Table.1 Principle Feature of the icebreaking ships beam ship LBP Bmax Power Displacement Tf = 2.0x10 ° ATH N / m2 ; Louis St. Laurent Arctic D = ( 1.0 - ya / yo ) h * = 1.6x10 = a ( t ) ...
... Table.4 shows the Cavg five ships . values for the Table.1 Principle Feature of the icebreaking ships beam ship LBP Bmax Power Displacement Tf = 2.0x10 ° ATH N / m2 ; Louis St. Laurent Arctic D = ( 1.0 - ya / yo ) h * = 1.6x10 = a ( t ) ...
Page 172
TABLE 1 - ICE DATA FOR INITIAL JAMMING ANALYSIS Period Average Average Floe Size ( m ) , Floe Size 175m Floes ... Table 2 summarizes the values of ice thickness , current velocity , and net current for the three periods of the winter ...
TABLE 1 - ICE DATA FOR INITIAL JAMMING ANALYSIS Period Average Average Floe Size ( m ) , Floe Size 175m Floes ... Table 2 summarizes the values of ice thickness , current velocity , and net current for the three periods of the winter ...
Page 297
... Table 2. All tests were carried out at a strain rate of 1 x 10 ' / sec . Table 2 also presents the initial and average stress rates , the average stress rate being measured to the point of maximum stress , as well as the maximum stress ...
... Table 2. All tests were carried out at a strain rate of 1 x 10 ' / sec . Table 2 also presents the initial and average stress rates , the average stress rate being measured to the point of maximum stress , as well as the maximum stress ...
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