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 168
... estimate the ductile- to - brittle transition to take place at a velocity in the range of 0.4-0.9 mm s1 for propagation of cracks at interfacial pressures in the range of 6-8 MPa . These estimates of transition velocity fall between 0.3 ...
... estimate the ductile- to - brittle transition to take place at a velocity in the range of 0.4-0.9 mm s1 for propagation of cracks at interfacial pressures in the range of 6-8 MPa . These estimates of transition velocity fall between 0.3 ...
Page 334
... estimate wave heights by parameters of an asymptotic lognormal distribution by calculated initial data within the navigation period , the second - to estimate extreme wave heights for annual maximum waves , using the asymptotic Gumbel ...
... estimate wave heights by parameters of an asymptotic lognormal distribution by calculated initial data within the navigation period , the second - to estimate extreme wave heights for annual maximum waves , using the asymptotic Gumbel ...
Page 336
... estimate wave heights , which are beyond the limits of the 35 - year period . The development of an asymptotic distribution to estimate heights of waves appearing once 50 and 100 years is considered to be conjectural , because of the ...
... estimate wave heights , which are beyond the limits of the 35 - year period . The development of an asymptotic distribution to estimate heights of waves appearing once 50 and 100 years is considered to be conjectural , because of the ...
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