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 167
In the above expression , we have ignored the contribution of delayed elastic strain , which can be a significant part of the total strain at short times . At stress levels greater than 5 MPa , the viscous strain becomes much greater ...
In the above expression , we have ignored the contribution of delayed elastic strain , which can be a significant part of the total strain at short times . At stress levels greater than 5 MPa , the viscous strain becomes much greater ...
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 320
Following their approach the total deformation is devided into an elastic and viscous deformation , 200 100 Im -100 -200 -200 Z E = cle ) + ( V ) , ( 1 ) where εle ) and € ( v ) denote the elastic and viscous strains , respectively .
Following their approach the total deformation is devided into an elastic and viscous deformation , 200 100 Im -100 -200 -200 Z E = cle ) + ( V ) , ( 1 ) where εle ) and € ( v ) denote the elastic and viscous strains , respectively .
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Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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