Continuum mechanics
asdf
"Tensor analysis"
- A 2-tensor
Q
can be written as Q=2Q+Q⊤+2Q−Q⊤
,
where the first operator is symmetric and the second operator is skew-symmetric.
- We also have
Q=RS
with R
orthogonal and S
symmetric.
The dyadic product:
We define (u⊗v)w≡(w⋅v)u
to be the dyadic product (specific case of tensor product).
In a particular basis u⊗v=uv⊤
.
The natural basis of the space of tensors can be constructed thusly in terms of ei⊗ej
,
for a suitably chosen basis.
We also define the double-product to be A:B≡∑i,j=13AijBij
.
For higher order tensors this is equivalent to einstein summation notation implicitly specifying summation over the last
index.
Kinematics
We assume we have a map ϕ:R3×R+→R3
which maps X→ϕ(⋅,t)x
The lagrangian ("material") description of density and the eulerian ("spatial") description can therefore be unified as
ρ=ρ(X,t)=ρ(ϕ(X,t),t)
, showing that ϕ
is identified with
the usual "flow map".
The deformation gradient:
Consider two elements of the tangent space of a point dX1,dX2
then the deformation gradient is just the differential of ϕ
written in coordinates,
namely F=∂Xj∂ϕi
which has typing F:TXjX→Tϕ(Xj,t)x
We can use the standard argument to write dx=ϕ∗(dX)=FdX
dX=ϕ∗−1(dx)=F−1dx
This therefore induces a metric
dxi⋅dxj=FdXi⋅FdXj=dXi⋅F⊤FdXj≡dXi⋅CdXj
which can be shown by index juggling. C
ends up being called the right Cauchy-Green deformation tensor.
In the other direction,
dXi⋅dXj=dxi⋅F−⊤F−1dxj
and the left Cauchy-Green tensor is defined as b−1=F−⊤F−1⟹b=FF⊤
The difference in inner product induced by the flow map can thus be expressed in material form as
21(dxi⋅dxj−dXi⋅dXj)=dXi⋅EdXj
with E=21(C−I)
and for the spatial form
21(dxi⋅dxj−dXi⋅dXj)=dxi⋅edxj
with e=21(I−b−1)
Pushforward/pullback of tensor
For a tensor B:TXjX×TXj∗X→R
, B()
the pushforward to the target is just b(dxi,∂xj∂)≡B(ϕ∗(dxi),ϕ∗⊤(∂xj∂)