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 224
... constant axial strain rate while the other extensometer only recorded the axial strain . It would have been possible to have had the strain rate maintained constant according to the average axial strain measured by both extensometers ...
... constant axial strain rate while the other extensometer only recorded the axial strain . It would have been possible to have had the strain rate maintained constant according to the average axial strain measured by both extensometers ...
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 |
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