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Question: “What is the role of strain in the context of
the pair of matrices
{
E l , G l }
and
{
E r , G r }
, respectively?”
Answer: “
G l , G r }
are symmetric, positive-definite matrices. Thus, according
to a standard lemma of matrix algebra, both matrices can
be simultaneously diagonalized, one matrix being the unit
matrix. With the reference to the general eigenvalue we
experienced for the Cauchy-Green deformation tensor, we
arrive at Lemma 1.7 .”
{
E l , E r }
are symmetric matrices arid
{
Lemma 1.7 (Left and right general eigenvalue problem of the Euler-Lagrange deformation ten-
sor).
For the pair of symmetric matrices
{
E l , G l
}
or
{
E r , G r
}
,where
{
G l , G r
}
are positive-definite
matrices, a simultaneous diagonalization, namely
F l E l F l =diag( K 1 ,K 2 ) , F l G l F l =I 2 versus F r E r F r =diag( κ 1 2 ) ,
F r G r F r =I 2 ,
(1.113)
is immediately obtained from the left and right general eigenvalue-eigenvector problems
E l F l
G l F l diag( K 1 ,K 2 )=0
E r F r
G r F r diag( κ 1 2 )=0
(E l
K i G l ) f li =0(
i
∈{
1 , 2
}
)
( r
κ i G r ) f r i =0(
i
∈{
1 , 2
}
)
and
(1.114)
| E l − K i G l | =0(F l G l F l =I 2 ) ,
| E r − κ i G r | =0(F r G r F r =I 2 ) ,
K 1 , 2 = K + ,− = 2 {
tr[E l G l ]
κ 1 , 2 = κ + ,− = 2 {
tr[E r G r ]
±
±
(tr[E l G l ]) 2
± (tr[E r G r ]) 2
4det[E l G l ]
±
}
,
4det[E r G r ]
}
.
End of Lemma.
In order to visualize the eigenspace of both the left and the right Euler-Lagrange deformation
tensor E l and E r relative to the left and right metric tensors G l and G r , we are forced to compute
in addition the left and right eigenvectors (namely the left and right eigencolumns, also called
eigendirectories) of the pairs
{ E l , G l }
md
{
E r , G r }
, respectively. Lemma 1.8 summarizes the
results.
Lemma 1.8 (Left and right eigenvectors of the left and the right Euler-Lagrange deformation
tensor).
For the pair of symmetric matrices
{
E l , G l
}
or
{ E
r , G r
}
. an explicit form of the left eigencolumns
and the right eigencolumns is
1st left eigencolumns ,K 1 :
F 11
F 21
=
1
G 11 ( e 22
K 1 G 12 ) ×
K 1 G 22 ) 2
2 G 12 ( e 12
K 1 G 12 )( e 22
K 1 G 22 )+ G 22 ( e 12
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