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 77
... given time step . In the case of plane stress conditions , the relationship between a delayed elastic strain increment and a stress increment can be written as follows : Δε X Δεν Αγ . ( 9 ) where N is the number of cracks per unit area ...
... given time step . In the case of plane stress conditions , the relationship between a delayed elastic strain increment and a stress increment can be written as follows : Δε X Δεν Αγ . ( 9 ) where N is the number of cracks per unit area ...
Page 218
... Given the high percentage reinforcement of sand ( ~ 80 % by weight ) the ice for the most part could only fill in ... given in table 3. Mean and standard deviations of of for each size are also given . Figure 3 shows the results as a ...
... Given the high percentage reinforcement of sand ( ~ 80 % by weight ) the ice for the most part could only fill in ... given in table 3. Mean and standard deviations of of for each size are also given . Figure 3 shows the results as a ...
Page 277
... given in equation ( 6 ) in polar coordinates are as follows : dee - 1 / ( 2x ) 1/2 cos ( 0/2 ) [ K , cos2 ( 0/2 ) - ( 3/2 ) K , sin e ] Ore = 1 / ( 8πr ) 1/2 cos ( 0/2 ) [ K , sin 0 + K ,, ( 3 cos 0-1 ) ] ( 14a ) ( 14b ) For a one ...
... given in equation ( 6 ) in polar coordinates are as follows : dee - 1 / ( 2x ) 1/2 cos ( 0/2 ) [ K , cos2 ( 0/2 ) - ( 3/2 ) K , sin e ] Ore = 1 / ( 8πr ) 1/2 cos ( 0/2 ) [ K , sin 0 + K ,, ( 3 cos 0-1 ) ] ( 14a ) ( 14b ) For a one ...
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