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 270
... present experiments , all loading cycles are initiated in tension . An important implication of the general appear- ance of the stress - strain plots obtained in the pres- ent work is that the extreme deviations from linear elasticity ...
... present experiments , all loading cycles are initiated in tension . An important implication of the general appear- ance of the stress - strain plots obtained in the pres- ent work is that the extreme deviations from linear elasticity ...
Page 270
... present experiments , all loading cycles are initiated in tension . An important implication of the general appear- ance of the stress - strain plots obtained in the pres- ent work is that the extreme deviations from linear elasticity ...
... present experiments , all loading cycles are initiated in tension . An important implication of the general appear- ance of the stress - strain plots obtained in the pres- ent work is that the extreme deviations from linear elasticity ...
Page 331
... present conditions , the value of Y / Y generally reaches 0.8 after 10,000 cycles if t the stress T less than c Figure 8 shows the stress conditions for the various tests conducted with OCRs of 3.33 and indi- cates those tests in which ...
... present conditions , the value of Y / Y generally reaches 0.8 after 10,000 cycles if t the stress T less than c Figure 8 shows the stress conditions for the various tests conducted with OCRs of 3.33 and indi- cates those tests in which ...
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