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 98
... compressive tests were simulated . Strain , 10 ° 10- 8- lolal- First Crack M viscous- elostic delayed elastic 200 100 600 800 1000 Time ( sec ) Stress ( MPO ) 2- 8 6- Figure 5 20 d - 5E - 3 m Kw = 1E9 ( MN / m ^ 2 ) Kw = 1E8 ( MN / m ...
... compressive tests were simulated . Strain , 10 ° 10- 8- lolal- First Crack M viscous- elostic delayed elastic 200 100 600 800 1000 Time ( sec ) Stress ( MPO ) 2- 8 6- Figure 5 20 d - 5E - 3 m Kw = 1E9 ( MN / m ^ 2 ) Kw = 1E8 ( MN / m ...
Page 289
... compressive strenth for the North of Bohai Sea can be reasonably deter- mined by the equivalent ice temperature and ... compressive strength , MPa uniaxial compressive strength of the ductile to brittle transition zone , MPa ice ...
... compressive strenth for the North of Bohai Sea can be reasonably deter- mined by the equivalent ice temperature and ... compressive strength , MPa uniaxial compressive strength of the ductile to brittle transition zone , MPa ice ...
Page 292
... compressive strength of the ice . CONCLUSION Some equations for the calculation of compressive strength are present in this paper . Equation ( 4 ) is suggested by authors that it is a better one for the application of engineering . The ...
... compressive strength of the ice . CONCLUSION Some equations for the calculation of compressive strength are present in this paper . Equation ( 4 ) is suggested by authors that it is a better one for the application of engineering . The ...
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