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 123
... predicted and measured horizontal forces are compared first . Later , the predicted and measured maximum and average forces are compared to show the correlation between the theory and the experiments . The only measured information ...
... predicted and measured horizontal forces are compared first . Later , the predicted and measured maximum and average forces are compared to show the correlation between the theory and the experiments . The only measured information ...
Page 251
... predicted ac- curately by homogeneous , isotropic theory . The mode mixity ratio predicted from the observed initiation angle was much lower than that predicted by a numerical stress analysis ( Davies , 1988 ) . • Ki as determined from ...
... predicted ac- curately by homogeneous , isotropic theory . The mode mixity ratio predicted from the observed initiation angle was much lower than that predicted by a numerical stress analysis ( Davies , 1988 ) . • Ki as determined from ...
Page 278
... predicted by the SED criterion is about 20 % greater than that predicted by the MPTS criterion for all grain sizes . For example , at the grain size of 5mm the nucleation stresses predicted by the two criteria are respectively 2.89 MPa ...
... predicted by the SED criterion is about 20 % greater than that predicted by the MPTS criterion for all grain sizes . For example , at the grain size of 5mm the nucleation stresses predicted by the two criteria are respectively 2.89 MPa ...
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