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 105
are in the radial direction and six rows of elements are in the circumferential direction . Each element is a four - node shell element degenerated into a plate configuration which allows for bending and longitudinal motions . Every ...
are in the radial direction and six rows of elements are in the circumferential direction . Each element is a four - node shell element degenerated into a plate configuration which allows for bending and longitudinal motions . Every ...
Page 238
... direction with con- finement in ice cover direction . Type E : Loading in vertical direction with no confinement . The size of the ice specimens was 20 cm x 8 cm x 16 cm and interlayer of the ice was in the middle of the specimen . Each ...
... direction with con- finement in ice cover direction . Type E : Loading in vertical direction with no confinement . The size of the ice specimens was 20 cm x 8 cm x 16 cm and interlayer of the ice was in the middle of the specimen . Each ...
Page 297
... directions . One direction was chosen parallel to the axis of the ridge , the second normal to the axis of the ridge . Table 3 summarized the average results for specimens cut parallel and normal to the ridge . There is no consistent ...
... directions . One direction was chosen parallel to the axis of the ridge , the second normal to the axis of the ridge . Table 3 summarized the average results for specimens cut parallel and normal to the ridge . There is no consistent ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
9 | 69 |
Copyright | |
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Common terms and phrases
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