Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 98
... Figure 5 20 d - 5E - 3 m Kw = 1E9 ( MN / m ^ 2 ) Kw = 1E8 ( MN / m - 2 ) Time ( sec ) d = 1E - 3 m Kw = 1E9 ( MN / m ... Figure 4 Strain Components and Total Strain and Total Strain in an Ice Sample Subjected to a Fluctuating Sinusoidal ...
... Figure 5 20 d - 5E - 3 m Kw = 1E9 ( MN / m ^ 2 ) Kw = 1E8 ( MN / m - 2 ) Time ( sec ) d = 1E - 3 m Kw = 1E9 ( MN / m ... Figure 4 Strain Components and Total Strain and Total Strain in an Ice Sample Subjected to a Fluctuating Sinusoidal ...
Page 124
... Figure 14. There is a barely noticeable increase in the predicted average values with speed . Whether the experimental data indicate such an increase is not clearly perceptible . 800 1 [ mm ] versus the deflection of the end of the ice ...
... Figure 14. There is a barely noticeable increase in the predicted average values with speed . Whether the experimental data indicate such an increase is not clearly perceptible . 800 1 [ mm ] versus the deflection of the end of the ice ...
Page 331
... Figure 6. The specimen failed during the second loading cycle . Figure 7 pre- sents plots of the accumulated shear strain Y. ( normal- ized to the corresponding strain Y from monotonic loading ) versus number of load cycles for ...
... Figure 6. The specimen failed during the second loading cycle . Figure 7 pre- sents plots of the accumulated shear strain Y. ( normal- ized to the corresponding strain Y from monotonic loading ) versus number of load cycles for ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
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