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 115
... slab ( B ) become , respectively Δή 1. -0 Dt √g " n • • t ) / J = 0 on C , on B. ( 34 ) ( 35 ) where j equals 2. The dynamic boundary conditions ( 13 ) and ( 14 ) and the radiation condition ( 8 ) do not change . The Neumann condition ...
... slab ( B ) become , respectively Δή 1. -0 Dt √g " n • • t ) / J = 0 on C , on B. ( 34 ) ( 35 ) where j equals 2. The dynamic boundary conditions ( 13 ) and ( 14 ) and the radiation condition ( 8 ) do not change . The Neumann condition ...
Page 118
... slab . The Figure 9 illustrates the geometry . ADVANCING VESSEL ( 1 - cos ( 8 ) ) S , ( ( x , t ) - ( x ) ) ton ( ) ROTATING SLAB Figure 8. Function m ( 2k , 2k , t ) . 2.9 ... slab . The crushed distance along the -axis of the slab is 118.
... slab . The Figure 9 illustrates the geometry . ADVANCING VESSEL ( 1 - cos ( 8 ) ) S , ( ( x , t ) - ( x ) ) ton ( ) ROTATING SLAB Figure 8. Function m ( 2k , 2k , t ) . 2.9 ... slab . The crushed distance along the -axis of the slab is 118.
Page 119
... slab . Due to continuous change in the angle y , the contact length changes . After the initial force peak and the associated large crushing , the entire crushed surface at the end of the broken slab is not always in contact with the ...
... slab . Due to continuous change in the angle y , the contact length changes . After the initial force peak and the associated large crushing , the entire crushed surface at the end of the broken slab is not always in contact with 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