Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 167
... elastic strain , which can be a significant part of the total strain at short times . At stress levels greater than 5 MPa , the viscous strain becomes much greater than the delayed elastic strain ( Cole 1998 ) . Under the assumption ...
... elastic strain , which can be a significant part of the total strain at short times . At stress levels greater than 5 MPa , the viscous strain becomes much greater than the delayed elastic strain ( Cole 1998 ) . Under the assumption ...
Page 203
... elastic wedge on elastic foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of ...
... elastic wedge on elastic foundation . The normalized stress calculated using the classical theory is plotted in Figure 7 with the additional stress due to shear action . Since the shear force decreases along the beam from the point of ...
Page 320
... elastic and viscous strains , re- spectively . Through this approach the problem is divided in two quasi - static problems , one being elastic and the other being vis- cous . The elastic deformations are assumed to be spontanoeus ...
... elastic and viscous strains , re- spectively . Through this approach the problem is divided in two quasi - static problems , one being elastic and the other being vis- cous . The elastic deformations are assumed to be spontanoeus ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone