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 120
... plate and three 1.0 m back plates . A distinct radius of curvature and maximum area of contact characterized each indentor . Figure 4 shows the three indentors and their associated pressure cell configurations . The hydraulic components ...
... plate and three 1.0 m back plates . A distinct radius of curvature and maximum area of contact characterized each indentor . Figure 4 shows the three indentors and their associated pressure cell configurations . The hydraulic components ...
Page 203
... plate ) with small deflection . The classical theory , which neglects the effect of transverse shear ( i.e. , shear modulus , in effect , is set to infinity ) , becomes unreliable in the case of beams ( or plates ) of considerable ...
... plate ) with small deflection . The classical theory , which neglects the effect of transverse shear ( i.e. , shear modulus , in effect , is set to infinity ) , becomes unreliable in the case of beams ( or plates ) of considerable ...
Page 279
... plates as the reaction plate . Because of the full contact of the cylindrical reaction plate with the curved wall of the ice hole , the average pressure , during the initial stages of indentation , was reduced significantly at this end ...
... plates as the reaction plate . Because of the full contact of the cylindrical reaction plate with the curved wall of the ice hole , the average pressure , during the initial stages of indentation , was reduced significantly at this end ...
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