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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