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 54
... solutions studied were a commercial grade of distilled water and a saline solution approximately the chemistry of seawater . The saline solution was also used in a sample with glass beads as a matrix material . The glass beads were a ...
... solutions studied were a commercial grade of distilled water and a saline solution approximately the chemistry of seawater . The saline solution was also used in a sample with glass beads as a matrix material . The glass beads were a ...
Page 121
... solution in time . Second - order accurate finite difference scheme with a boundary - fitted time - dependent coordinate system is used to solve the field equation in the changing physical fluid domain . The solution is advanced with ...
... solution in time . Second - order accurate finite difference scheme with a boundary - fitted time - dependent coordinate system is used to solve the field equation in the changing physical fluid domain . The solution is advanced with ...
Page 199
... solution for an infinite ice sheet undergoing such free vibration . Figure 7 shows a comparison between the finite - element solution ( asterisks ) and Nevel's solution ( solid line ) . Agreement is good until a dimensionless time of 1 ...
... solution for an infinite ice sheet undergoing such free vibration . Figure 7 shows a comparison between the finite - element solution ( asterisks ) and Nevel's solution ( solid line ) . Agreement is good until a dimensionless time of 1 ...
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