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
... surface to study . The sample surface was sublimed to reflect surface detail , coated with gold and analyzed . The solutions studied were a commercial grade of distilled water and a saline solution approximately the chemistry of ...
... surface to study . The sample surface was sublimed to reflect surface detail , coated with gold and analyzed . The solutions studied were a commercial grade of distilled water and a saline solution approximately the chemistry of ...
Page 119
... surface becomes 1 F. - arccos2 ( 1-5 ) 1 ( 5. ) σ .. cr = Π ( 70 ) A ^ ( 5 ) - ( Si - S ; ) . " ( 65 ) where b is the width of the ice slab . Due to continuous change in the angle y , the contact length changes . After the initial force ...
... surface becomes 1 F. - arccos2 ( 1-5 ) 1 ( 5. ) σ .. cr = Π ( 70 ) A ^ ( 5 ) - ( Si - S ; ) . " ( 65 ) where b is the width of the ice slab . Due to continuous change in the angle y , the contact length changes . After the initial force ...
Page 120
... surface are assumed parallel and rigid . The relative tangential motion between the surfaces is ignored . The fluid flow in the gap is assumed not connected with the general fluid flow caused by the motion of the broken slab , the ...
... surface are assumed parallel and rigid . The relative tangential motion between the surfaces is ignored . The fluid flow in the gap is assumed not connected with the general fluid flow caused by the motion of the broken slab , the ...
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