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 . MODEL VALIDATION AND CALIBRATION To determine the ... maximum stress within the platform is assumed to occur th + 1 = ( t2 + At * ) . At this time the maximum applied load on ...
... maximum stresses and deflections for a given load condition . MODEL VALIDATION AND CALIBRATION To determine the ... maximum stress within the platform is assumed to occur th + 1 = ( t2 + At * ) . At this time the maximum applied load on ...
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 |
9 | 69 |
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 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 function grain Hobson's Choice horizontal ice cover ice forces ice island ice load 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 peak permafrost platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil specimens spray strain rate strength structure tests Timco uniaxial compressive vertical vibration Young's modulus