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 140
... mean level of the response could be evaluated in a simple manner . Measured fluctuations of the ice force are shown in previous ex- perimental studies listed in Table 1. Additional results are given by Blenkarn ( 1970 ) , and Määttänen ...
... mean level of the response could be evaluated in a simple manner . Measured fluctuations of the ice force are shown in previous ex- perimental studies listed in Table 1. Additional results are given by Blenkarn ( 1970 ) , and Määttänen ...
Page 255
... mean values and standard deviations of the apparent fracture toughness Ko , as well as the crack tip radius p of the specimens of each group are summarized in Table 1. From Table 1 , the mean values of group A , B , C were 40 % to 96 ...
... mean values and standard deviations of the apparent fracture toughness Ko , as well as the crack tip radius p of the specimens of each group are summarized in Table 1. From Table 1 , the mean values of group A , B , C were 40 % to 96 ...
Page 307
... Mean = 107.5 m St. Dev . = 27.24 m Botal = 32 Mean = 83.75 m 10- St. Dev . 8 2 9 T 0 -0 20 -9 40 60 80 100 120 140 160 180 200 220 0 Iceberg Lengths ( m ) Total = 32 Mean = 91.43 m 14 St. Dev . 28.41 m 12 10 8 20.46 m -0 20 40 60 80 100 ...
... Mean = 107.5 m St. Dev . = 27.24 m Botal = 32 Mean = 83.75 m 10- St. Dev . 8 2 9 T 0 -0 20 -9 40 60 80 100 120 140 160 180 200 220 0 Iceberg Lengths ( m ) Total = 32 Mean = 91.43 m 14 St. Dev . 28.41 m 12 10 8 20.46 m -0 20 40 60 80 100 ...
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