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
... dependent strains generated in each element over a given time step . In the case of plane stress conditions , the ... dependent . Therefore , a time dependent finite element formulation is required . The main routine of the computer ...
... dependent strains generated in each element over a given time step . In the case of plane stress conditions , the ... dependent . Therefore , a time dependent finite element formulation is required . The main routine of the computer ...
Page 121
... dependent coordinate mapping the method can extended to solving problems on irregular time - dependent physical regions . be · It is evident that the treatment of the field equation in a potential formulation ( 1 ) is relatively ...
... dependent coordinate mapping the method can extended to solving problems on irregular time - dependent physical regions . be · It is evident that the treatment of the field equation in a potential formulation ( 1 ) is relatively ...
Page 277
... dependent on v , and hence the nucleation stress predicted by the MPTS criterion is dependent on the Poisson's ratio . However , the incipient crack angle predicted by the MPTS criterion is independent of Poisson's ratio , while for the ...
... dependent on v , and hence the nucleation stress predicted by the MPTS criterion is dependent on the Poisson's ratio . However , the incipient crack angle predicted by the MPTS criterion is independent of Poisson's ratio , while for the ...
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