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 180
... Stress Stress ( kpa ) ( kpa ) Stress ( kpa ) Event # 1 : 123 BP BP FTL 1.5 0.8 88858888 0.8 25 3375 17 -10 50 12:00 10:00 24:00 09:00 12:00 18:00 24:00 08:00 12:00 18:00 00.00 00:00 TIME OF DAY ( Hours ) RAW PACK ICE STRESS MEASUREMENT ...
... Stress Stress ( kpa ) ( kpa ) Stress ( kpa ) Event # 1 : 123 BP BP FTL 1.5 0.8 88858888 0.8 25 3375 17 -10 50 12:00 10:00 24:00 09:00 12:00 18:00 24:00 08:00 12:00 18:00 00.00 00:00 TIME OF DAY ( Hours ) RAW PACK ICE STRESS MEASUREMENT ...
Page 180
... Stress Stress ( kpa ) ( kpa ) Stress ( kpa ) Event # 1 : 123 BP BP FTL 1.5 0.8 88858888 0.8 25 3375 17 -10 50 12:00 10:00 24:00 09:00 12:00 18:00 24:00 08:00 12:00 18:00 00.00 00:00 TIME OF DAY ( Hours ) RAW PACK ICE STRESS MEASUREMENT ...
... Stress Stress ( kpa ) ( kpa ) Stress ( kpa ) Event # 1 : 123 BP BP FTL 1.5 0.8 88858888 0.8 25 3375 17 -10 50 12:00 10:00 24:00 09:00 12:00 18:00 24:00 08:00 12:00 18:00 00.00 00:00 TIME OF DAY ( Hours ) RAW PACK ICE STRESS MEASUREMENT ...
Page 274
... stress field due to elastic anisotropy which uses a first - order approximation of the approach developed by Eshelby ( 1957 ) . This first - order approximation has been used by Evans ( 1984 ) in the analysis of microcracking due to ...
... stress field due to elastic anisotropy which uses a first - order approximation of the approach developed by Eshelby ( 1957 ) . This first - order approximation has been used by Evans ( 1984 ) in the analysis of microcracking due to ...
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