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 85
... boundary load and its width can be determined . The preceding of course assumes that the applied boundary load is one dimensional . An application of the methodology will be illustrated in a following section where the results of one ...
... boundary load and its width can be determined . The preceding of course assumes that the applied boundary load is one dimensional . An application of the methodology will be illustrated in a following section where the results of one ...
Page 113
... boundary conditions can be assumed without making a significant error . Hence , the kinematic boundary condition on the ice sheet fluid surface ( C ) becomes ยท on C. Before flexural failure the vector v has the form ( 11 ) , and the ...
... boundary conditions can be assumed without making a significant error . Hence , the kinematic boundary condition on the ice sheet fluid surface ( C ) becomes ยท on C. Before flexural failure the vector v has the form ( 11 ) , and the ...
Page 115
... boundaries . Since the governing equation ( 1 ) and boundary conditions ( 3 ) - ( 9 ) and ( 13 ) - ( 14 ) are to be solved in the computational plane , they must be transformed to the ( n ) -system . The field equation ( 1 ) is ...
... boundaries . Since the governing equation ( 1 ) and boundary conditions ( 3 ) - ( 9 ) and ( 13 ) - ( 14 ) are to be solved in the computational plane , they must be transformed to the ( n ) -system . The field equation ( 1 ) 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