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 109
... structural parameters of the materials and the conditions of the test environments as well . And further more , the pivot point that has been verified by a lot of test data is theoretically identified for the first time and gets ...
... structural parameters of the materials and the conditions of the test environments as well . And further more , the pivot point that has been verified by a lot of test data is theoretically identified for the first time and gets ...
Page 112
... structural parameters of the material , A is fixed by Eq . ( 22 ) , and λ defined by Eq . ( 21 ) , k is Boltzmann constant , f the loading frequency and T the environmental temperature , then , from Eqs . ( 25 ) and ( 26 ) , it can be ...
... structural parameters of the material , A is fixed by Eq . ( 22 ) , and λ defined by Eq . ( 21 ) , k is Boltzmann constant , f the loading frequency and T the environmental temperature , then , from Eqs . ( 25 ) and ( 26 ) , it can be ...
Page 116
... structural parameters of the materials and the test environmental parameters as well . Based on this theory , the pivot point that has been verified by a lot of test data is theoretically identified for the for the first time and gets ...
... structural parameters of the materials and the test environmental parameters as well . Based on this theory , the pivot point that has been verified by a lot of test data is theoretically identified for the for the first time and gets ...
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