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
... average ice thickness becomes 1 m , the average flexural strength 790 kPa , and the average compressive strength 355 kPa . The speeds corresponding to the speed values above become 1 , 2 , 3 , 4 , and 5 knots . 4.2 Comparison with ...
... average ice thickness becomes 1 m , the average flexural strength 790 kPa , and the average compressive strength 355 kPa . The speeds corresponding to the speed values above become 1 , 2 , 3 , 4 , and 5 knots . 4.2 Comparison with ...
Page 147
... average temperature was + 2 ° C and the average normal wind velocity was 7 m / s . Ice shedding by sublimation phenomenons In order to identify sublimation characterized by a low ice shedding rate and a negative temperature , it is ...
... average temperature was + 2 ° C and the average normal wind velocity was 7 m / s . Ice shedding by sublimation phenomenons In order to identify sublimation characterized by a low ice shedding rate and a negative temperature , it is ...
Page 297
... average stress rates , the average stress rate being measured to the point of maximum stress , as well as the maximum stress and the secant modulus . The strengths obtained by the two testing programs are in good agreement for virtually ...
... average stress rates , the average stress rate being measured to the point of maximum stress , as well as the maximum stress and the secant modulus . The strengths obtained by the two testing programs are in good agreement for virtually ...
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