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 192
... beams along the cone's front perimeter ( see Figure 10 ) . Each beam has a breaking length , L1 , derived from the theory of semi - infinite elastic beam on elastic foundation ( Hetenyi , 1946 ) , i.e. , LC - π ( D.M. ) Lc = R ( Eq . 10 ) ...
... beams along the cone's front perimeter ( see Figure 10 ) . Each beam has a breaking length , L1 , derived from the theory of semi - infinite elastic beam on elastic foundation ( Hetenyi , 1946 ) , i.e. , LC - π ( D.M. ) Lc = R ( Eq . 10 ) ...
Page 203
using classical theory of an elastic beam ( or plate ) on elastic foundation ( Hetenyi , 1946 ) , i.e. , a thin beam ( or plate ) with small deflection . The classical theory , which neglects the effect of transverse shear ( i.e. ...
using classical theory of an elastic beam ( or plate ) on elastic foundation ( Hetenyi , 1946 ) , i.e. , a thin beam ( or plate ) with small deflection . The classical theory , which neglects the effect of transverse shear ( i.e. ...
Page 212
... beam 100 % coverage crushed , rough ice overview of the instrumentation type and ice conditions for the four examined bridge piers . Rideau River Bridge Pier vertically oriented 2.0 m diameter pier , instrumented with one fluid - filled ...
... beam 100 % coverage crushed , rough ice overview of the instrumentation type and ice conditions for the four examined bridge piers . Rideau River Bridge Pier vertically oriented 2.0 m diameter pier , instrumented with one fluid - filled ...
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