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
... experimental data ( Valanto , 1989a ) is available at speeds 89 , 178 , 267 , 356 , and 445 mm / s . If the scale factor A - 33.33 is used to get full scale values , the average ice thickness becomes 1 m , the average flexural strength ...
... experimental data ( Valanto , 1989a ) is available at speeds 89 , 178 , 267 , 356 , and 445 mm / s . If the scale factor A - 33.33 is used to get full scale values , the average ice thickness becomes 1 m , the average flexural strength ...
Page 200
... Experimental Buoyant Force Experimental Reaction Force Force ( N ) 1500 900 300 -300 Simulated Reaction Force Experimental Buoyant Force Simulated Buoyant Force Simulated Inertial Force Experimental Reaction Force Experimental Inertial ...
... Experimental Buoyant Force Experimental Reaction Force Force ( N ) 1500 900 300 -300 Simulated Reaction Force Experimental Buoyant Force Simulated Buoyant Force Simulated Inertial Force Experimental Reaction Force Experimental Inertial ...
Page 202
... Experimental Reaction Force Experimental Inertial Force -600 0 2 .4 .6 .8 1 1.2 1.4 1.6 1.8 TIME ( s ) 2 Figure 16. Force vs. time for test 82 ( Simulat- ed and experimental forces , 15 % reduction of the characteristic length ) .
... Experimental Reaction Force Experimental Inertial Force -600 0 2 .4 .6 .8 1 1.2 1.4 1.6 1.8 TIME ( s ) 2 Figure 16. Force vs. time for test 82 ( Simulat- ed and experimental forces , 15 % reduction of the characteristic length ) .
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