Biomedical Engineering Reference
In-Depth Information
coordinates, was removed by spatial or material differentiation. It has also been
noted that the special case of F
1 corresponds to no rotational and no deforma-
tional motion. Further it has been shown ( 2.50 ) that Y is associated with pure rigid
object rotation. This means that E must be the tensor representing the deformation.
This is indeed the case, as will be shown below. E is called the infinitesimal strain
tensor and Y is called the infinitesimal rotation tensor . The representation ( 2.51 ) for
the tensor of deformation gradients then demonstrates that, for infinitesimal
motions, F
¼
1 may be decomposed into the sum of two terms, E and Y , which
represent the deformational and rigid rotational characteristics of the infinitesimal
motion, respectively.
The strain tensor E , defined by the first of
( 2.49 ), has the component
representation
2
4
3
5
2 @
u 1
@
u 1
x 2 þ @
u 2
@
u 1
x 3 þ @
u 3
@
x 1
@
@
x 1
@
@
x 1
1
2
@
u j
x i þ @
u i
1
2
@
u 1
x 2 þ @
u 2
2 @
u 2
@
u 2
x 3 þ @
u 3
E
¼
¼
:
(2.52)
@
@
x j
@
@
x 1
@
x 2
@
@
x 2
@
u 1
x 3 þ @
u 3
@
u 2
x 3 þ @
u 3
2 @
u 3
@
@
x 1
@
@
x 2
@
x 3
The components of E along the diagonal are called normal strains and the
components off the diagonal are called shear strains. The normal strains, E 11 , E 22 ,
and E 33 , are measures of change in length per unit length along the 1, 2 and 3 axes,
respectively, and the shear strains, E 23 , E 13 , and E 12 , are one-half of the changes in
the angle between the 2 and 3 axes, the 1 and 3 axes and the 1 and 2 axes,
respectively.
The geometric interpretation of the components of the strain tensor E stated in
the previous paragraph will be analytically developed here. Let dx 1 be a vector of
infinitesimal length representing the present position of an infinitesimal material
filament coinciding with the x 1 at time t . The displacement of this material filament
instantaneously coincident with dx 1 is du 1 ¼
E 11 dx 1 , a result that follows from the
entry in the first column and first row of ( 2.52 ). The expression du 1 ¼
E 11 dx 1 is the
change in length of dx 1 as a consequence of the strain as illustrated in Fig. 2.8 . Thus
the geometric interpretation of E 11 ¼
( du 1 / dx 1 ) is that it is the change in length per
unit length of dx 1 . Similar geometric interpretations exist for E 22 and E 33 .
The geometric interpretation of the normal strain components E 11 , E 22 and E 33 is
easily extended to obtain a geometric interpretation of the trace of the small strain
tensor tr E , or equivalently the divergence of the displacement field
u ,tr E
¼
dx 1 dx 2 dx 3 represents an undeformed element of volume (Fig. 2.9 ),
the deformed volume is given by dv
u .If dv o ¼
¼
( dx 1 þ
du 1 )( dx 2 þ
du 2 )( dx 3 þ
du 3 ). Using
du 1 ¼
E 11 dx 1 , du 2 ¼
E 22 dx 2 and du 3 ¼
E 33 dx 3 , the deformed volume is given by
dv
¼
(1
þ
E 11 )(1
þ
E 22 )(1
þ
E 33 ) dv o .
Expanding
dv
¼
(1
þ
E 11 )(1
þ
E 22 )
(1
þ
E 33 ) dv o and recognizing that the squares of displacement gradients ( 2.37 )
Search WWH ::




Custom Search