Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 636
... shear strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : Teq = fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to ...
... shear strength , Su . The relationship between the equivalent and average shear strength was in phase 1 found to be : Teq = fv 4D2N = 1.3Su The ratio between equivalent and average shear strength was found to apply for pipe depths up to ...
Page 880
... shear tests , one on ' virgin ' specimens and the other on ' slightly - deformed ' specimens , another series of shear tests was also carried out . This new series involved specimens very similar to the previous ones but with tubes of ...
... shear tests , one on ' virgin ' specimens and the other on ' slightly - deformed ' specimens , another series of shear tests was also carried out . This new series involved specimens very similar to the previous ones but with tubes of ...
Page 984
... shear squared . In general the interaction effect between shear and normal stresses is low and a quadratic term for the shear component in the interaction equation is similar to what is usually recommended by design codes for plate ...
... shear squared . In general the interaction effect between shear and normal stresses is low and a quadratic term for the shear component in the interaction equation is similar to what is usually recommended by design codes for plate ...
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added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle