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 2
... performed with the program ABAQUS ( HKS , 1989 ) using a bounding surface plasticity material model for soils . The analyses consider the effects of large deformations and changing contact conditions between the structure and foundation ...
... performed with the program ABAQUS ( HKS , 1989 ) using a bounding surface plasticity material model for soils . The analyses consider the effects of large deformations and changing contact conditions between the structure and foundation ...
Page 249
... performed in this study , KI < 0 is predicted by ( 7 ) ; however due to the fabricated slot geometry , there is no need to consider crack face sliding and friction effects . The negative mode I stress intensities predicted by ( 8 ) also ...
... performed in this study , KI < 0 is predicted by ( 7 ) ; however due to the fabricated slot geometry , there is no need to consider crack face sliding and friction effects . The negative mode I stress intensities predicted by ( 8 ) also ...
Page 330
... performed in 1985 on the same material . Several The soil samples were recovered in 1985 and stored in sample tubes in humid rooms until testing . Several of the samples were also stored at temperatures near freezing . However , the ...
... performed in 1985 on the same material . Several The soil samples were recovered in 1985 and stored in sample tubes in humid rooms until testing . Several of the samples were also stored at temperatures near freezing . However , 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