Civil Engineering Reference
In-Depth Information
FIGURE 5.16
The forging problem.
where:
v is the velocity field
is the strain rate tensor,
˙
˙
1/2 (grad( v )
grad t ( v ))
˙
˙
is the equivalent strain rate:
˙ :
(5.15)
()
˙
2
3
is the Cauchy stress tensor
s is the deviatoric part of
,
s
I
and
is the hydrostatic pressure,
1/3 trace(
)
K is the consistency of the material
m is the strain rate sensitivity coefficient
At the interface between the tools and the part,
c
, as the contact pressure is often high, the friction is
assumed to follow a Norton law:
q
1
K
v t
v t
(5.16)
where:
n . t
n and t are the normal and tangent to the tool surface (see Fig. 5.16 )
is the shear stress:
v t is the relative tangential velocity:
v t
[
(
v die
)
. t
]
t
(5.17)
v die is the prescribed velocity of the die
and q are the friction law coefficients
At any time in the process, the forged workpiece
is in equilibrium between the forging dies, the
c
part of the surface, while
represents the part of the free surface (see Fig. 5.16 ) . Under standard
forging conditions, inertia effects and gravity forces are negligible, so the balance equations are:
f
div
()
0on
(5.18)
q
1
(
VV die
)
n
0
and
K
v t
v t ,
on
c
(5.19)
n
0
on
f
(5.20)
Variational Formulation and Finite Element Discretization
In order to solve Eqs. (5.18) and (5.12), they are written again in a variational form, which is almost
equivalent to the virtual work principle. In the standard way for incompressible flow problems, a veloc-
ity/pressure formulation is used. The set of kinetically admissible velocity fields (which satisfy the contact
 
 
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