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 76
... equation do dx dH , dx dH1 ( 10 ) +2 · + v2 ( x ) − v1 ( x ) = 0 dx volume flow . In the latter case , formula ( 13 ) ... equations simplifies them in the form 818 = a ди ( μ ду др 0 dy ( 11 ) where p is the pressure . The latter equation ...
... equation do dx dH , dx dH1 ( 10 ) +2 · + v2 ( x ) − v1 ( x ) = 0 dx volume flow . In the latter case , formula ( 13 ) ... equations simplifies them in the form 818 = a ди ( μ ду др 0 dy ( 11 ) where p is the pressure . The latter equation ...
Page 110
... equation is proposed based on the work from Paris : da / dN = C ( AK ) " ( 2 ) This is called later Paris Crack Growth Equation , in which C and ʼn are material constants for a given test condition . Paris Equation describes in quantity ...
... equation is proposed based on the work from Paris : da / dN = C ( AK ) " ( 2 ) This is called later Paris Crack Growth Equation , in which C and ʼn are material constants for a given test condition . Paris Equation describes in quantity ...
Page 192
... Equations 8 and 10 , the vertical load on each wedge beam is computed via Croasdale's 2 - D model , i.e. , Equation 4 , and then summed up to give the net vertical breaking load , V TOT : VT TOT E ÷ πι = 0.680 , +7 ( PD ) ( 1 ) 1Y sina ...
... Equations 8 and 10 , the vertical load on each wedge beam is computed via Croasdale's 2 - D model , i.e. , Equation 4 , and then summed up to give the net vertical breaking load , V TOT : VT TOT E ÷ πι = 0.680 , +7 ( PD ) ( 1 ) 1Y sina ...
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