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 127
... length along the beam ; Cantilever beam length , L = L1 + L2 ; Beam mass per unit length ; Added mass per unit length due to hydrodynamic effect ; qi ( t ) : Function of time ; Ship resistance ; R : t : Time ; Us , Uk , Ue : Strain ...
... length along the beam ; Cantilever beam length , L = L1 + L2 ; Beam mass per unit length ; Added mass per unit length due to hydrodynamic effect ; qi ( t ) : Function of time ; Ship resistance ; R : t : Time ; Us , Uk , Ue : Strain ...
Page 169
... length of the ice season in Northumberland Strait and the very significant role played by the meteorological conditions prevailing during the ice breakup period in determining the length of the ice season . NOMENCLATURE A constant b span ...
... length of the ice season in Northumberland Strait and the very significant role played by the meteorological conditions prevailing during the ice breakup period in determining the length of the ice season . NOMENCLATURE A constant b span ...
Page 200
... length ) . Experimental data are carried out to 2.2 seconds . Simulated data stop at 1.1 seconds . ( E = 249 MPa , V = 0.33 , Lcexp 0.91 m , Lcfem 0.91 , thickness = 67 mm , 1 sec- ond of indentation = 56 % of thickness ) = .8 1 1.2 1.4 ...
... length ) . Experimental data are carried out to 2.2 seconds . Simulated data stop at 1.1 seconds . ( E = 249 MPa , V = 0.33 , Lcexp 0.91 m , Lcfem 0.91 , thickness = 67 mm , 1 sec- ond of indentation = 56 % of thickness ) = .8 1 1.2 1.4 ...
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