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 83
... floe idealized as a circular disk are calculated for various boundary loading conditions . A general purpose finite ... floe drifting in the polar pack . The stresses in the floe would integrate all the forces acting on the boundary of ...
... floe idealized as a circular disk are calculated for various boundary loading conditions . A general purpose finite ... floe drifting in the polar pack . The stresses in the floe would integrate all the forces acting on the boundary of ...
Page 171
... floe sizes within Northumberland Strait , the frequency with which the single floe jam will occur can be determined . The formation of arch jams between adjacent piers of a multispan bridge was examined experimentally by Calkens and ...
... floe sizes within Northumberland Strait , the frequency with which the single floe jam will occur can be determined . The formation of arch jams between adjacent piers of a multispan bridge was examined experimentally by Calkens and ...
Page 177
... floe was located about 150 km north of Tuktoyaktuk , NWT . The instrumented floe moved a total of about 100 km over the survey period . Two major ridge - building events occurred . The floe was cracked extensively and a shear ridge , up ...
... floe was located about 150 km north of Tuktoyaktuk , NWT . The instrumented floe moved a total of about 100 km over the survey period . Two major ridge - building events occurred . The floe was cracked extensively and a shear ridge , up ...
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