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 127
... beam on an elastic foundation with flooding water on its free end is applied to simulate the ice field . The ... beam ; Effective thickness of the beam , and D = ( 1 - ys / yo ) h * ; Young's modulus ; Slowly varying function of time ...
... beam on an elastic foundation with flooding water on its free end is applied to simulate the ice field . The ... beam ; Effective thickness of the beam , and D = ( 1 - ys / yo ) h * ; Young's modulus ; Slowly varying function of time ...
Page 186
... BEAM MODEL BEHAVIOR We will first focus on the visco - elastic behavior of the beam model and the associated solutions . These solutions will then be gen- eralized to allow for the temporal behavior of the applied load . As shown in ...
... BEAM MODEL BEHAVIOR We will first focus on the visco - elastic behavior of the beam model and the associated solutions . These solutions will then be gen- eralized to allow for the temporal behavior of the applied load . As shown in ...
Page 220
... Beams Beam Size Width Beam Size small large Depth Length Span ( mm ) ( mm ) ( mm ) ( mm ) Small 80 80 410 305 Medium 160 160 915 762 Large 305 305 2435 2135 Table 2 : Average Weight Percentage of Sand Beam Size Average Percentage Small ...
... Beams Beam Size Width Beam Size small large Depth Length Span ( mm ) ( mm ) ( mm ) ( mm ) Small 80 80 410 305 Medium 160 160 915 762 Large 305 305 2435 2135 Table 2 : Average Weight Percentage of Sand Beam Size Average Percentage Small ...
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