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 70
... computed from the present analysis are compared with those computed by the formulae suggested by Meyerhof ( 1963 ) , Hansen ( 1970 ) and Vesic ( 1975 ) , and the numerical predictions of Prevost ( 1980 ) in Table III . A close look at ...
... computed from the present analysis are compared with those computed by the formulae suggested by Meyerhof ( 1963 ) , Hansen ( 1970 ) and Vesic ( 1975 ) , and the numerical predictions of Prevost ( 1980 ) in Table III . A close look at ...
Page 121
... computed stress values on the nodes on the sheet . When the normal stress exceeds the flexural strength , flexural failure is assumed to take place instantly and completely . At the next time step , the routines of the program part ( 2 ) ...
... computed stress values on the nodes on the sheet . When the normal stress exceeds the flexural strength , flexural failure is assumed to take place instantly and completely . At the next time step , the routines of the program part ( 2 ) ...
Page 280
... computed from the exact solution also predicts ẞm close to 90 ° . The MTS criterion computed from a two - term approximation gives ẞm 60 ° to 70 ° . This issue is not easily resolved due to the difficulty of determining the point of ...
... computed from the exact solution also predicts ẞm close to 90 ° . The MTS criterion computed from a two - term approximation gives ẞm 60 ° to 70 ° . This issue is not easily resolved due to the difficulty of determining the point of ...
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