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 79
Page 186
... applied load . LONGITUDINAL DIFFERENTIAL ELEMENT OF BEAM ( ~ ) . INSTANTANEOUSLY BUT QUASISTATICALLY APPLIED EXTERNAL SINUSOIDAL LOAD UNLOADED BEAM CONFIGURATION ( a ) EXTERNAL APPLIED BEAM LOAD UNLOADED BEAM CONFIGURATION ( b ) ...
... applied load . LONGITUDINAL DIFFERENTIAL ELEMENT OF BEAM ( ~ ) . INSTANTANEOUSLY BUT QUASISTATICALLY APPLIED EXTERNAL SINUSOIDAL LOAD UNLOADED BEAM CONFIGURATION ( a ) EXTERNAL APPLIED BEAM LOAD UNLOADED BEAM CONFIGURATION ( b ) ...
Page 191
... APPLIED OVER 23 DAYS TIME ( Days From Rig - Up ) THEORETICAL AND ACTUAL DEFLECTION HISTORY FOR CAPE MACMILLAN 2K15 ... applied applied to the ice platform determines the magnitude and form of the ninety - day deflection behavior . As the ...
... APPLIED OVER 23 DAYS TIME ( Days From Rig - Up ) THEORETICAL AND ACTUAL DEFLECTION HISTORY FOR CAPE MACMILLAN 2K15 ... applied applied to the ice platform determines the magnitude and form of the ninety - day deflection behavior . As the ...
Page 239
... APPLIED STRESS CONFINEING STRESS APPLIED STRESS C -- TYPE D -- TYPE APPLIED STRESS CONFINEING STRESS E -- TYPE 18-5 18-4 18-3 AVERAGE STRAIN RATE . ( 1/5 ) Fig.5 Strength versus sample strain rate for loading in horizontal direction ...
... APPLIED STRESS CONFINEING STRESS APPLIED STRESS C -- TYPE D -- TYPE APPLIED STRESS CONFINEING STRESS E -- TYPE 18-5 18-4 18-3 AVERAGE STRAIN RATE . ( 1/5 ) Fig.5 Strength versus sample strain rate for loading in horizontal direction ...
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