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 124
... 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 up to 178 mm ...
... 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 up to 178 mm ...
Page 190
... maximum stresses and deflections for a given load condition . For our loading condition , the maximum stress within the platform is assumed to Occur at the1 = ( t2 + At ' ) . At this time the maximum applied load on the ice platform is ...
... maximum stresses and deflections for a given load condition . For our loading condition , the maximum stress within the platform is assumed to Occur at the1 = ( t2 + At ' ) . At this time the maximum applied load on the ice platform is ...
Page 297
... 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 all blocks although there are significant variations in the values of the ...
... 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 all blocks although there are significant variations in the values of the ...
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