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 62
... layers thicker than 5 cm . FORMULATION The thermodynamic model presented in this paper is an improved version of a model described by Szilder and Lozowski ( 1989a , 1989b ) . The crucial part of the model is the treatment of the water layer ...
... layers thicker than 5 cm . FORMULATION The thermodynamic model presented in this paper is an improved version of a model described by Szilder and Lozowski ( 1989a , 1989b ) . The crucial part of the model is the treatment of the water layer ...
Page 63
... layer and the new ice layer . This energy is responsible for the formation of the lower part of the ice . It corresponds to change of phase and temperature decrease of the new formed lower ice layer . The time integrated values of the ...
... layer and the new ice layer . This energy is responsible for the formation of the lower part of the ice . It corresponds to change of phase and temperature decrease of the new formed lower ice layer . The time integrated values of the ...
Page 65
... layer and the upper half of the second layer ( Fig . 4a ) . The two sets of points substantially under the average value correspond to cold defrosting events . 15 room ( b ) ( 30 ) TEMPERATURE 10 -10 -15 4T4 OT3 та OT1 444 72 イン T5 10 ...
... layer and the upper half of the second layer ( Fig . 4a ) . The two sets of points substantially under the average value correspond to cold defrosting events . 15 room ( b ) ( 30 ) TEMPERATURE 10 -10 -15 4T4 OT3 та OT1 444 72 イン T5 10 ...
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