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 40
... shows the occurrence of icebergs in the area from way back , i.e. south of the 49th parallel . The hard line shows the actual official figures for each year . 2.4 You will see that the development of side scan radar and its use , made a ...
... shows the occurrence of icebergs in the area from way back , i.e. south of the 49th parallel . The hard line shows the actual official figures for each year . 2.4 You will see that the development of side scan radar and its use , made a ...
Page 79
... shows the dependency of the indentation pressure on the boundary driving stress . For each case , the indentation pressure was computed at the contact integration point ( X 38.9 Y = 0 ) of element No 15. It was observed that the ...
... shows the dependency of the indentation pressure on the boundary driving stress . For each case , the indentation pressure was computed at the contact integration point ( X 38.9 Y = 0 ) of element No 15. It was observed that the ...
Page 124
... shows a dynamic maximum force and cases 6.6-6.8 a static maximum force . According to the theory already at the speed 67 mm / s the dynamic impact provides the maximum force , which now increases strongly with speed . In the speed range ...
... shows a dynamic maximum force and cases 6.6-6.8 a static maximum force . According to the theory already at the speed 67 mm / s the dynamic impact provides the maximum force , which now increases strongly with speed . In the speed range ...
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