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 265
... saline ice specimens obtained under fully reversed ( tension - compression ) uniaxial loading conditions . The apparatus used to grip the 100 - mm - diameter specimens is similar to one described in Cole and Gould ( 1989a ) for ...
... saline ice specimens obtained under fully reversed ( tension - compression ) uniaxial loading conditions . The apparatus used to grip the 100 - mm - diameter specimens is similar to one described in Cole and Gould ( 1989a ) for ...
Page 270
... saline ice exhibits a significant drop in the initial tangent modulus over the same range . Turning attention to failure conditions , the relatively low tensile strength of ice , and saline ice in particular , limits the range of cyclic ...
... saline ice exhibits a significant drop in the initial tangent modulus over the same range . Turning attention to failure conditions , the relatively low tensile strength of ice , and saline ice in particular , limits the range of cyclic ...
Page 270
... saline ice exhibits a significant drop in the initial tangent modulus over the same range . Turning attention to failure conditions , the relatively low tensile strength of ice , and saline ice in particular , limits the range of cyclic ...
... saline ice exhibits a significant drop in the initial tangent modulus over the same range . Turning attention to failure conditions , the relatively low tensile strength of ice , and saline ice in particular , limits the range of cyclic ...
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