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 232
... CONSTANT - CONSTANT 033 - CONSTANT M PM € 11 0.001 / sec 0.01 / sec 033 2.62 MPa T494 T481 10 MPa T485 T466 Table 1 - Test Conditions for Each Ice Sample 011-033 ( MPa ) 14 12 033 - CONSTANT v < vc 10 8 6 T494 T485 T481 7466 - Fig . 1 ...
... CONSTANT - CONSTANT 033 - CONSTANT M PM € 11 0.001 / sec 0.01 / sec 033 2.62 MPa T494 T481 10 MPa T485 T466 Table 1 - Test Conditions for Each Ice Sample 011-033 ( MPa ) 14 12 033 - CONSTANT v < vc 10 8 6 T494 T485 T481 7466 - Fig . 1 ...
Page 284
... constant temperature for engineering applications are the uniaxial constant stress ( CS ) creep and the uniaxial constant strain or deformation rate ( CD ) tests . Ideally a stress is suddenly imposed and held constant in the CS tests ...
... constant temperature for engineering applications are the uniaxial constant stress ( CS ) creep and the uniaxial constant strain or deformation rate ( CD ) tests . Ideally a stress is suddenly imposed and held constant in the CS tests ...
Page 286
... constant compressive load for transversely isotropic ice . STRESS = 2.0 MN⚫ m 2 2 3 TIME , 104s 2.0 5 сл Constant Deformation Rate Test Historically , it is the cross - head or the actuator displacement rate that is maintained constant ...
... constant compressive load for transversely isotropic ice . STRESS = 2.0 MN⚫ m 2 2 3 TIME , 104s 2.0 5 сл Constant Deformation Rate Test Historically , it is the cross - head or the actuator displacement rate that is maintained constant ...
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