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 68
... reported by Prevost ( 1980 ) which are com- puted by using most sophisticated multisurface nested yield surfaces with kinematic hardening . It should be noted that the computa- tion of do requires an integration of Eq . ( 1 ) since Dep ...
... reported by Prevost ( 1980 ) which are com- puted by using most sophisticated multisurface nested yield surfaces with kinematic hardening . It should be noted that the computa- tion of do requires an integration of Eq . ( 1 ) since Dep ...
Page 164
... reported by the operational people . It is rather intriguing to see only two thicknesses reported : 0.36 m or 0.50 m . Since the weather was cold and the sky was clear ice should have grown daily . This behaviour was confirmed 6 days ...
... reported by the operational people . It is rather intriguing to see only two thicknesses reported : 0.36 m or 0.50 m . Since the weather was cold and the sky was clear ice should have grown daily . This behaviour was confirmed 6 days ...
Page 331
... reported data using the SHANSEP presentation . Note that meas- ured data outside the band shown in this figure have been reported . The upper range of data is usually associated with triaxial compression strength data , while the lower ...
... reported data using the SHANSEP presentation . Note that meas- ured data outside the band shown in this figure have been reported . The upper range of data is usually associated with triaxial compression strength data , while the lower ...
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