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6.1
Chapter 6 – Bulk Forming Processes (II)
Questions & Answers
Slides 6.9-6.18
Question: Would you elaborate the derivations in these slides?
Answer: The extrusion model in these slides was adapted from a well-known German
handbook in three volumes [1]1. However, the model presented by this book (see Vol. 2)
is, by and large, based on the works of Siebel [3-4]. Anyway, the given extrusion model
essentially makes good use of energy methods. The energy/work required to perform
extrusion process can be divided into four components:
1) Ideal Work: Energy required to convert the billet (area: A0; height: h0) into the
final shape of the product (area: A1; height: h1  h0A0/A1). In other words, it refers
to the energy necessary to plastically deform the billet into the final product.
2) Friction Work: Energy to overcome:
a. Friction in the die-shoulder
b. Friction inside the container
3) Shearing Work: Total energy required to shear the material plastically as it
enters and exits the die-shoulder.
4) Bending Work: It does not exist in direct/forward extrusion.
Before we proceed, a quick review on work/energy might helpful at this point. As you
might remember from your Physics courses, the work done by a force is a scalar quantity
and is measured in [J]. Work/energy is defined as the inner product of a force vector (F)
and a displacement vector (s). That is,
π‘Š = 𝑭 β‹… 𝒔 = |𝑭||𝒔| cos(πœƒ) = 𝐹𝑠 cos(πœƒ) (6.1)
where  is the angle between the vectors. If the force is a function of displacement, the
work done by the force takes the following form:
π‘Š = ∫ 𝑭(𝒔) β‹… 𝑑𝒔 (6.2)
Recall that
ο‚· If W > 0, force transfers some energy to the system under study;
ο‚· If W = 0, no energy is exchanged;
ο‚· If W < 0, some energy is absorbed or taken away from the system.
Armed with this information, let us elaborate the above-mentioned energy components:
1 In 1994, the Society of Manufacturing Engineers (SME) published the English translation of this handbook:
See Ref. [2].
6.2
1. Ideal Work (Slides 6.9-6.11):
To compute the ideal work component, we shall consider an infinitesimal disc element
inside the die shoulder (where plastic deformation is taking place). Under the action of
stresses acting on this element (i.e. radial- and axial stresses: r and z), it will be
displaced while changing its overall shape as illustrated in Fig. 6.1.
A0
A1
Deformation
Region
Initial Position
Final Position
Die
r
z
Ξ”z
Ξ”z+d(Ξ”z)
r
r-dr
Area: A
Figure 6.1: Slab model for the die shoulder [1].
The stresses on the disc is shown in Fig. 6.2. In our derivations, we shall assume that
ο‚· z > 0 is the maximum principal stress component (1)2;
ο‚· r < 0 is the minimum one (3).
Οƒz
Οƒz
Οƒr Οƒr
dr
d(Ξ”z)/2
d(Ξ”z)/2
Final
Initial
Figure 6.2: Stresses and deformations on the disc elements.
Now, let us write the energy required to deform this disc element to its final shape. For
this purpose, we shall compute the work done by every force component acting on the disc:
π‘‘π‘Šideal = (πœŽπ‘Ÿ2πœ‹π‘ŸΞ”π‘§)
⏟
radial force
π‘‘π‘Ÿ
⏟
rad.
disp.
+ (πœŽπ‘§π΄)
⏟
axial
force (up)
𝑑(Δ𝑧)
2
⏟
axial
disp.
+ (πœŽπ‘§π΄)
⏟
axial
force (down)
𝑑(Δ𝑧)
2
⏟
axial
disp.
(6.3)
Thus, it becomes
2 In extrusion, z is known to be compressive. However, the assumption that z > 0 does not alter the nature
of the derivations as long as one carries out the computations consistently in accordance with the assumptions
adopted.
6.3
π‘‘π‘Šideal = πœŽπ‘Ÿ2πœ‹π‘ŸΞ”π‘§ π‘‘π‘Ÿ + πœŽπ‘§π΄ 𝑑(Δ𝑧) (6.4)
Recall that the area of disc element initially is
𝐴 = πœ‹π‘Ÿ2
(6.5)
As the disc deforms to its final shape, the change in the area3 (dA) can be calculated by
differentiating Eqn. (6.5):
𝑑𝐴 = 2πœ‹π‘Ÿ π‘‘π‘Ÿ (6.6)
Substituting Eqn. (6.6) into (6.4) actually eliminates r:
π‘‘π‘Šideal = πœŽπ‘ŸΞ”π‘§π‘‘π΄ + πœŽπ‘§π΄ 𝑑(Δ𝑧) (6.7)
Now, we can calculate the change in thickness [d(z)] by considering the volume
constancy:
Δ𝑉 = 𝐴Δ𝑧 = constant (6.8)
Taking the differential of Eqn. (6.8) yields
d(Δ𝑉) = 𝐴 𝑑(Δ𝑧) + 𝑑𝐴 Δ𝑧 = 0 (6.9)
By rearranging Eqn. (6.9), we obtain
d(Δ𝑧) = βˆ’
𝑑𝐴
𝐴
Δ𝑧 (6.10)
Plugging Eqn. (6.10) into (6.7) leads to
π‘‘π‘Šideal = (πœŽπ‘Ÿ βˆ’ πœŽπ‘§)Δ𝑧 𝑑𝐴 (6.11)
It would be convenient to express Eqn. (6.11) in terms of V (rather than z). By
employing Eqn. (6.8), we get
π‘‘π‘Šideal = (πœŽπ‘Ÿ βˆ’ πœŽπ‘§)
𝑑𝐴
𝐴
Ξ”V (6.12)
Now, let us define infinitesimal specific ideal work4:
𝑑𝑀ideal β‰œ
π‘‘π‘Šideal
Ξ”V
= (πœŽπ‘Ÿ βˆ’ πœŽπ‘§)
𝑑𝐴
𝐴
(6.13)
Since the disc element is plastically deforming, Tresca yield criterion must be satisfied:
𝜎1 βˆ’ 𝜎3 = πœŽπ‘“ β‰… π‘Œπ‘† (6.14)
That is,
πœŽπ‘§ βˆ’ πœŽπ‘Ÿ = πœŽπ‘“ (6.15)
3 In our case, dA (or dr) must be a negative quantity indicating a decrease in the final area. We accommodated
that fact by changing the sign of dr in Fig. 6.1. That is, we have modified the direction of radial displacement
vector in Fig. 6.2 such that r and dr point the same direction (i.e. towards the center of the die).
4 This definition is very similar to those in Thermodynamics. For instance, specific heat capacity (c) is defined
by dividing the heat capacity of the substance (C) by the sample’s mass (m).
6.4
Combining Eqn. (6.13) and (6.15) results in
𝑑𝑀ideal = βˆ’πœŽπ‘“
𝑑𝐴
𝐴
(6.16)
If Eqn. (6.16) is integrated, the specific ideal work is calculated:
𝑀ideal = ∫ βˆ’πœŽπ‘“
𝐴1
𝐴0
𝑑𝐴
𝐴
(6.17)
Due to strain-hardening, the flow stress of the material (f) is to change as a function of
the area: πœŽπ‘“ = 𝐾 [ln (
𝐴0
𝐴
)]
𝑛
. Thus, evaluating the definite integral in Eqn. (6.17) would be
a challenging task (at least, analytically!). For all practical purposes, Siebel [3-4]
presumes that a constant mean flow stress (fm) can be utilized instead of a flow stress
that changes constantly. Hence, Eqn. (6.17) becomes
𝑀ideal = βˆ’πœŽπ‘“π‘š ∫
𝑑𝐴
𝐴
𝐴1
𝐴0
= πœŽπ‘“π‘šπ‘™π‘› (
𝐴0
𝐴1
) = πœŽπ‘“π‘šπœ€π‘’π‘ž (6.18)
Here, the mean flow stress5 is computed as follows:
πœŽπ‘“π‘š β‰…
πœŽπ‘“0 + πœŽπ‘“1
2
(6.19)
where f0 is the initial flow stress of the (annealed) material while f1 = K(ο₯eq)n refers to
the strength of work-hardened material at the exit. Finally, the overall ideal work turns
out to be
π‘Šideal = 𝑉𝑀ideal = π‘‰πœŽπ‘“π‘šπœ€π‘’π‘ž (6.20)
Notice that V here denotes the volume of the material that has passed through the die-
shoulder. That is, it intrinsically refers to the volume of the extruded material at a
particular position of the ram and can be expressed as a function of the ram’s stroke (s):
𝑉(𝑠) = 𝐴0𝑠 (6.21)
where 0 ο‚£ s ο‚£ h0.
2.a Friction Work at Die-shoulder (Slides 6.12-6.14):
As highlighted in Slide 6.12, Siebel [3-4] makes the following assumptions to compute
work done against friction:
ο‚· Pressure acting on the walls of the container is in the order of initial flow stress:
f0
ο‚· Pressure on the walls of the die shoulder is about the mean flow stress: fm
5 This definition is pivotal in his derivation as it will be also employed in the later stages (i.e. shear energy
computation). Therefore, it is not recommended to utilize any other mean flow stress formulations when using
this mathematical model.
6.5
With these assumptions, the work done by the friction forces inside the die shoulder can
be conveniently estimated. To this end, we shall utilize the friction model shown in Fig.
6.3. The infinitesimal work done against the friction on the die-shoulder can be written
as
π‘‘π‘Šfriction
die shoulder
= [πœ‡πœŽπ‘“π‘š
2Ο€rΔ𝑠
cos(𝛼)
]
⏟
friction force
𝑑𝑧
cos(𝛼)
⏟
displacement
(6.22)
Note that the work done by the friction force itself is less than zero because the angle
between the friction force vector and the corresponding displacement vector is 180ο‚° in Fig.
6.3 [also refer to Eqn. (6.1)]. That is, the friction process is absorbing energy as expected.
On the other hand, since we are interested in the work done against the friction, the sign
of Eqn. (6.22) is modified accordingly.
A0
A1
Deformation
Region
Initial Position
Final Position
Die
Ξ”s
dz
Ξ±
Ξ”s/cos(Ξ±)
dz/cos(Ξ±)
r
Figure 6.3: Friction model for the die-shoulder [1].
To eliminate dz in Eqn. (6.22), the differential change in the area (dA) is considered:
𝑑𝐴 = πœ‹[π‘Ÿ βˆ’ 𝑑𝑧 β‹… π‘‘π‘Žπ‘›(𝛼)]2
⏟
final
βˆ’ πœ‹π‘Ÿ2
⏟
initial
β‰… βˆ’2πœ‹π‘Ÿ β‹… 𝑑𝑧 β‹… π‘‘π‘Žπ‘›(𝛼) (6.23)
Hence,
𝑑𝑧 = βˆ’
𝑑𝐴
2πœ‹π‘Ÿ β‹… π‘‘π‘Žπ‘›(𝛼)
(6.24)
Note that the thickness of the disc can be expressed in terms of its volume (V):
Δ𝑠 =
Δ𝑉
𝐴
(6.25)
Plugging Eqns. (6.24) and (6.25) into (6.22) yields
𝑑𝑀friction
die shoulder
β‰œ
π‘‘π‘Šfriction
die shoulder
Δ𝑉
= βˆ’
πœ‡πœŽπ‘“π‘š
sin(𝛼) cos(𝛼)
𝑑𝐴
𝐴
(6.26)
Similarly, integration of Eqn. (6.26) leads to
6.6
𝑀friction
die shoulder
= βˆ’
πœ‡ πœŽπ‘“π‘š
sin(𝛼) cos(𝛼)
⏟
sin(2𝛼)/2
∫
𝑑𝐴
𝐴
𝐴1
𝐴0
=
2πœ‡ πœŽπ‘“π‘š
sin(2𝛼)
𝑙𝑛 (
𝐴0
𝐴1
)
⏟
πœ€π‘’π‘ž
= πœŽπ‘“π‘šπœ€π‘’π‘ž
2πœ‡
sin(2𝛼) (6.27)
Consequently, total friction work at the die-shoulder takes the following form:
π‘Šfriction
die shoulder
= 𝑉 𝑀friction
die shoulder
= π‘‰πœŽπ‘“π‘šπœ€π‘’π‘ž
2πœ‡
sin(2𝛼)
(6.28)
2.b Friction Work at Container (Slide 6.15):
Next, we shall take a close look at the container friction. The derivation is somewhat
similar to the one discussed in the previous section. Consider the friction model in Fig.
6.4.
Initial Position
Final Position
ds
Οƒf0
ΞΌΟƒf0 ΞΌΟƒf0
Οƒf0
d0
RAM
h
0
h
s
dz
z
Figure 6.4: Friction model for the container [1].
The infinitesimal work done against the friction inside the container can be written as
π‘‘π‘Šfriction
container
= ∫ πœ‡πœŽπ‘“0Ο€d0dz
β„Ž
𝑧=0
⏟
friction force
ds
⏟
incr. disp.
of the ram
(6.29)
Again, the discussion in Section 2.a (about the sign of the work done) is applicable here
as well. Hence, Eqn. (6.29) becomes
π‘‘π‘Šfriction
container
= πœ‡πœŽπ‘“0Ο€d0h ds (6.30)
Since the displacement of the ram is, by definition, s = h0 – h; differentiating this term
yields ds = –dh. By substituting ds = –dh into Eqn. (6.30) and integrating the resulting
expression, we get
π‘Šfriction
container
(β„Ž) = βˆ’πœ‡πœŽπ‘“0Ο€d0 ∫ β„Žπ‘‘β„Ž
β„Ž
β„Ž0
=
1
2
Ο€d0(πœ‡πœŽπ‘“0) (β„Ž0
2
βˆ’ β„Ž2
)
⏟
(β„Ž0βˆ’β„Ž)(β„Ž0+β„Ž)
(6.31)
6.7
Eqn. (6.31) takes the following form in terms of s:
π‘Šfriction
container
(𝑠) =
1
2
Ο€d0(πœ‡πœŽπ‘“0)(2β„Ž0 βˆ’ 𝑠)𝑠 (6.32)
3. Shearing Work (Slides 6.16-6.17):
When the material enters the die-shoulder area, the cylindrical shape quickly morphs into
a cone. Similarly, the cone inside the die-shoulder must be transformed back to a cylinder
at the die exit. Hence, a shearing work is necessary to carry out these shape
transformations. For this purpose, let us consider a (differential) disc element that has
entered to the die shoulder as demonstrated in Fig. 6.5.
Ξ”s
Ξ±
Ξ³
r
s
dA
Ο„max0
r0 Ξ”s tan(Ξ³)
Ξ³
Ο„max0
Die
dr
Deformation
Region
cone center
Figure 6.5: Shear model for the inlet [1].
On this disc, we shall take into consideration a differential ring element as illustrated in
the figure. As the disc enters the inlet of the die-shoulder, the ring will distort under the
action of shear stresses. The work done by the shearing forces can be simply expressed as
Ξ”π‘Šshear0 = ∫ Δ𝑠 tan(𝛾)
⏟
radial
displacement
Ο„max02Ο€r dr
⏟
shearing force
π‘Ÿ0
0
(6.33)
Since the material is plastically shorn at the inlet, (according to Tresca) the maximum
shear stress becomes
Ο„max0 = Ο„yield β‰… πœŽπ‘“0/2 (6.34)
From the given geometry, we have
tan(𝛾) =
π‘Ÿ
𝑠
(6.35)
Substituting Eqns. (6.34) and (6.35) into (6.33) and integrating the resulting expression
lead to
Ξ”π‘Šshear0 =
1
3
Ο€πœŽπ‘“0Δ𝑠
π‘Ÿ0
3
𝑠
=
1
3
πœŽπ‘“0Δ𝑠 Ο€π‘Ÿ0
2
⏟
𝐴
π‘Ÿ0
𝑠
⏟
tan(𝛼)
=
1
3
πœŽπ‘“0 Δ𝑠 𝐴 tan(𝛼) (6.36)
6.8
Recall that the volume of the disc element is
Ξ”V = Δ𝑠 𝐴 (6.37)
Hence, Eqn. (6.37) boils down to
Ξ”π‘Šshear0 =
1
3
πœŽπ‘“0 Δ𝑉 tan(𝛼) (6.38)
Similarly, the specific work at the inlet turns out to be
Δ𝑀shear0 β‰œ
Ξ”π‘Šshear0
Δ𝑉
=
1
3
πœŽπ‘“0 tan(𝛼) (6.39)
It is self-evident that the analysis conducted above can be easily extended to the die exit.
The result would be quite identical to Eqn. (6.39) except that the flow stress at the exit is
f1 (rather than f0). Consequently, the specific work at the exit becomes
Δ𝑀shear1 =
1
3
πœŽπ‘“1 tan(𝛼) (6.40)
Adding Eqns. (6.39) and (6.40) gives the combined specific shearing energy:
Δ𝑀shear = Δ𝑀shear0 + Δ𝑀shear1 =
2
3
(
πœŽπ‘“0 + πœŽπ‘“1
2
)
⏟
πœŽπ‘“π‘š
tan(𝛼) =
2
3
πœŽπ‘“π‘š tan(𝛼)
(6.41)
Hence, total shearing energy boils down to
π‘Šshear = Δ𝑀shear𝑉 =
2
3
𝑉 πœŽπ‘“π‘š tan(𝛼) (6.42)
Total Work and Extrusion Force (Slide 6.18)
Total work in forward extrusion as function of s can be obtained by combining Eqns. (6.20),
(6.28), (6.32), and (6.42):
π‘Štotal(s) = A0𝑠
⏟
𝑉
πœŽπ‘“π‘š [
2
3
tan(𝛼) + (1 +
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž] +
1
2
πœ‹π‘‘0(πœ‡πœŽπ‘“0)(2β„Ž0 βˆ’ 𝑠)𝑠 (6.43)
Taking the derivative of Wtotal with respect to s yields the extrusion force:
π‘‘π‘Štotal
𝑑𝑠
= Ftotal(s) = A0πœŽπ‘“π‘š [
2
3
tan(𝛼) + (1 +
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž]
⏟
𝐹
Μ…
+ πœ‹π‘‘0(πœ‡πœŽπ‘“0)(β„Ž0 βˆ’ 𝑠)
⏟
𝐹friction
container
(𝑠)
(6.44)
Note that since s = h0 – h,
𝐹friction
container
= πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.45)
In fact, Eqn. (6.45) could be directly obtained with the utilization of Eqn. (6.30).
Consequently, we have
Ftotal(h) = A0πœŽπ‘“π‘š [
2
3
tan(𝛼) + (1 +
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž]
⏟
𝐹
Μ… (constant)
+ πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0
⏟
𝐹friction
container
(β„Ž)
(6.46)
6.9
Slide 6.19
Question: Would you give an example on the application of the presented extrusion
model?
Answer: Let us do the example (Example 1) in this slide. The given data are as follows:
ο‚· f0 = 240 [MPa]
ο‚· K = 700 [MPa]
ο‚· n = 0.24
ο‚·  = 0.06
ο‚·  = 45ο‚°
ο‚· d0 = 75 [mm]
ο‚· d1 = 45 [mm]
ο‚· h0 = 110 [mm]
Let us start our calculations by finding the necessary quantities for Eqn. (6.46):
πœ€π‘’π‘ž = 𝑙𝑛 (
𝐴0
𝐴1
) = 𝑙𝑛 (
𝑑0
2
𝑑1
2) = 𝑙𝑛 (
752
452) = 1.0217
𝐴0 =
πœ‹π‘‘0
2
4
= πœ‹
752
4
= 4418 [mm2
]
πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž)
𝑛
= 700(1.0217)0.24
β‰… 704 [MPa]
πœŽπ‘“π‘š =
πœŽπ‘“0 + πœŽπ‘“1
2
=
240 + 704
2
β‰… 472 [MPa]
For h = h0 (the worst case!), we can compute the extrusion force using Eqn. (6.46):
Ftotal(h0) = A0πœŽπ‘“π‘š [
2
3
tan(𝛼) + (1 +
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž] + πœ‹π‘‘0β„Ž0πœ‡πœŽπ‘“0
Ftotal = 4418 β‹… 472 [
2
3
tan(45π‘œ) + (1 +
2 β‹… 0.06
sin(90π‘œ)
) 1.0217] + πœ‹ β‹… 75 β‹… 110 β‹… 0.06 β‹… 240
Ftotal = 4418 β‹… 472 [
2
3
tan(45π‘œ) + (1 +
2 β‹… 0.06
sin(90π‘œ)
) 1.0217]
⏟
F
Μ… = 3.775 [MN]
+ πœ‹ β‹… 75 β‹… 110 β‹… 0.06 β‹… 240
⏟
Ffriction
container
= 0.373 [MN]
Consequently, we have
Ftotal = 4.148 [MN]
Here are some interesting facts about the extrusion process [5]:
1. There is no limit imposed on the extrusion ratio (A0/A1) because all principal stress
components are compressive (see Chapter 5 – the discussion about bulk
formability). The strength of the die material often times becomes the limiting
factor.
ο‚· For hard materials, the extrusion ratio in practice is 20:1
ο‚· For aluminum, it can be as high as 100:1
2. For good efficiency at large reductions, the die angle () must be increased.
3. Good lubrication is needed to improve the efficiency of the extrusion process:
ο‚· For cold-extrusion of steel, the lubricant is generally graphite.
ο‚· For hot-extrusion of steel, glass based lubricants are utilized.
6.10
Slide 6.20
Question: Would you explain the extrusion force calculations using empirical techniques?
Answer: The empirical model given in this slide is presented in Section 4.5.5 of Ref. [6].
However, there are some minor notational changes. We start our computation by
calculating the extrusion ratio:
𝑅𝑒 =
𝐴0
𝐴1
(6.47)
Next is the equivalent strain:
πœ€π‘’π‘ž = ln(𝑅𝑒) (6.48)
Then, the mean flow stress needs to be determined. For cold-extrusion,
πœŽπ‘“π‘š =
𝐾(πœ€π‘’π‘ž)
𝑛
𝑛 + 1
(6.49)
For hot extrusion, it is
πœŽπ‘“π‘š = 𝐢(πœ€Μ‡π‘š)π‘š
(6.50)
where πœ€Μ‡π‘š is the mean strain rate. To calculate this quantity, let us find the material’s
velocity in the axial direction (z) inside the deformation zone. By considering volume
constancy [e.g. 𝑣(𝑧) β‹… 𝐴(𝑧) = π‘£π‘π‘’π‘›π‘β„Žπ΄0], we have
𝑣(𝑧) =
π‘£π‘π‘’π‘›π‘β„Žπ‘‘0
2
[𝑑0 βˆ’ 2𝑧 π‘‘π‘Žπ‘›(𝛼)]2
(6.51)
where  is the cone angle and 0 ≀ 𝑧 ≀
𝑑0βˆ’π‘‘1
2tan(𝛼)
. The travel time of the material between the
inlet and the exit can be expressed as follows:
∫ 𝑑𝑑
Δ𝑑
0
= ∫
𝑑𝑧
𝑣(𝑧)
𝑑0βˆ’π‘‘1
2tan(𝛼)
0
=
1
π‘£π‘π‘’π‘›π‘β„Žπ‘‘0
2 ∫ [𝑑0 βˆ’ 2𝑧 β‹… π‘‘π‘Žπ‘›(𝛼)]2
𝑑𝑧
𝑑0βˆ’π‘‘1
2tan(𝛼)
0
(6.52)
Hence, evaluating the integral in Eqn. (6.52) yields
Δ𝑑 =
𝑑0
3
βˆ’ 𝑑1
3
6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0
2
π‘‘π‘Žπ‘›(𝛼)
(6.53)
As an alternative approach, one can consider the time to fill up the volume of the
deformation zone (i.e. the volume of a truncated cone) when the material is presumed to
be flowing at constant rate of 𝑄 = π‘£π‘π‘’π‘›π‘β„Žπ΄0 [m3/s]:
Δ𝑑 =
𝑉
𝑄
=
1
3 βˆ™
πœ‹π‘‘0
2
4
⏞
π΅π‘Žπ‘ π‘’ π‘Žπ‘Ÿπ‘’π‘Ž
βˆ™
𝑑0
2 tan(𝛼)
⏞
π»π‘’π‘–π‘”β„Žπ‘‘
βˆ’
1
3 βˆ™
πœ‹π‘‘1
2
4 βˆ™
𝑑1
2 tan(𝛼)
⏞
π‘‰π‘œπ‘™π‘’π‘šπ‘’ π‘œπ‘“ π‘π‘œπ‘›π‘’
πœ‹π‘‘0
2
4 βˆ™ π‘£π‘π‘’π‘›π‘β„Ž
=
𝑑0
3
βˆ’ 𝑑1
3
6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0
2
π‘‘π‘Žπ‘›(𝛼)
(6.54)
6.11
Consequently, Eqn. (4-33) of Ref. [6] is obtained:
πœ€Μ‡π‘š β‰…
Ξ”πœ€π‘’π‘ž
Δ𝑑
=
πœ€π‘’π‘ž βˆ’ 0
Δ𝑑
=
6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0
2
π‘‘π‘Žπ‘›(𝛼)
𝑑0
3
βˆ’ 𝑑1
3 πœ€π‘’π‘ž (6.55)
Once the mean flow stress is computed, the average extrusion found is found:
𝐹
Μ… = πœŽπ‘“π‘š Qe A0 (6.56)
where the strain factor Qe is given as
Qe = 0.8 + 1.2πœ€π‘’π‘ž (6.57)
Note that Eqn. (6.57) is generally referred to as Johnson’s extrusion strain formula
(see Eqn. (18.22) of Ref. [7]). If desired, the container friction force [i.e. Eqn. (6.45)] can be
added to Eqn. (6.56) for direct/forward extrusion.
Please note that the backward extrusion process resembles the constrained piercing
operation (Slide 6.26). Consequently, this condition must be checked by computing the
corresponding piercing force. If the piercing force is found to be smaller than its
counterpart in Eqn. (6.56), the piercing will essentially take place.
6.12
Slide 6.21
Question: Is there an analytical model to calculate the force in wire/bar drawing?
Answer: Yes, indeed. The model elaborated in the previous slides (e.g. Siebel’s forward
extrusion model) can be directly adopted for this purpose. The result can be given as
follows:
Fdraw = A1πœŽπ‘“π‘š [
2
3
tan(𝛼) + (1 +
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž] (6.58)
Note that apart from wire/rod drawing, we can easily extend this basic model to the other
extrusion processes as well. Please refer to Slide 6.28 for more information.
Question: Would you explain the draw force calculations using empirical techniques?
Answer: The empirical model given in this slide is presented in Section 4.7.2 of Ref. [6].
However, there are some minor notational changes. Anyway, consider the wire/rod
drawing process in Fig. 6.6. The empirical expression for the axial stress at the exit (z1)
is
πœŽπ‘§1 = πœŽπ‘“π‘šπœ€π‘’π‘žπœ‘[1 + πœ‡ β‹… cot(𝛼)] (6.59)
where πœ€π‘’π‘ž = ln (
𝐴0
𝐴1
) = 2 ln (
𝑑0
𝑑1
). The deformation factor οͺ in Eqn. (6.59) is defined as
πœ‘ = {
0.88 + 0.12
β„Ž
𝐿
, for axisymmetric / round parts
0.8 + 0.2
β„Ž
𝐿
, for plane strain / rectangular parts
(6.60)
where is β„Ž =
𝑑0+𝑑1
2
is the mean diameter/thickness while 𝐿 =
𝑑0βˆ’π‘‘1
2 sin(𝛼)
denotes the length of
the draw die. Consequently, the draw force becomes
πΉπ‘‘π‘Ÿπ‘Žπ‘€ = 𝐴1πœŽπ‘§1 (6.61)
Notice that h/L plays a key role on the performance of the process. If (h/L > 2), the center-
burst (Chevroning or Arrowhead) defect as shown in Fig. 6.7 is commonly observed
(also see Chapter 5 Q&A – the discussion for Slide 6.10).
Die
Deformation
Region
d0
Ξ±
d1
Οƒz1
Figure 6.6: Wire/rod drawing process. Figure 6.7: Center-burst defect.
6.13
Slide 6.22
Question: Would you give an example on the application of the presented empirical model
on wire drawing process?
Answer: Consider the problem (Example 2) in this slide. The given data are as follows:
ο‚· K = 1300 [MPa]
ο‚· n = 0.3
ο‚·  = 0.04
ο‚·  = 6ο‚°
ο‚· d0 = 3 [mm]
ο‚· A1 = 5 [mm2]
ο‚· v1 = 2 [m/s]
First of all, we shall take a look at the analytical model given by Eqn. (6.47). The unknown
quantities are calculated as follows:
𝑑1 = √
4𝐴1
πœ‹
= 2.52 [mm]
πœ€π‘’π‘ž = 2 𝑙𝑛 (
𝑑0
𝑑1
) = 2 𝑙𝑛 (
3
2.52
) = 0.3462
Since f0 is not specified in the problem statement, we shall (reluctantly!) compute the
mean flow stress using the expression in Slide 4.17:
πœŽπ‘“π‘š =
𝐾(πœ€π‘’π‘ž)
𝑛
𝑛 + 1
=
1300(0.3462)0.3
1.3
= 727 [MPa]
Hence, the drawing force becomes
Fdraw = 5 β‹… 727 [
2
3
tan(6Β°) + (1 +
2 β‹… 0.04
sin(12Β°)
) 0.3462]
Fdraw β‰… 2000 [N]
Similarly, the drawing power can be calculated as
Pdraw = Fdrawv1 = 2000 β‹… 2 β‰… 4 [kW]
Now, let us employ the empirical model. First, calculate all the unknown quantities:
β„Ž =
𝑑0 + 𝑑1
2
=
3 + 2.52
2
= 2.76 [mm]
𝐿 =
𝑑0 βˆ’ 𝑑1
2 sin(𝛼)
=
3 βˆ’ 2.52
2 sin(6Β°)
= 2.3 [mm]
For round part, we have
πœ‘ = 0.88 + 0.12
β„Ž
𝐿
= 0.88 + 0.12
2.76
2.3
= 1.024
Consequently,
πœŽπ‘§1 = πœŽπ‘“π‘šπœ€π‘’π‘žπœ‘[1 + πœ‡ β‹… cot(𝛼)]
πœŽπ‘§1 = 727 β‹… 0.3462 β‹… 1.024[1 + 0.04 β‹… cot(6Β°)] = 356 [MPa]
6.14
The drawing force becomes
Fdraw = Οƒz1A1 = 356 β‹… 5 = 1780 [N]
Likewise, the power is
Pdraw = Fdrawv1 = 1780 β‹… 2 β‰… 3.6 [kW]
As can be seen, the analytical results and the empirical ones are in good agreement.
Now, a feasibility check is in order. After pointing (see page 265 of Ref. [6] and page 473
of Ref. [7]), the material may fail to deform plastically inside the die due to high friction.
Under the action of the capstan pulling the wire, the cold-worked wire might yield and
plastically elongate outside of the die (just like a specimen under uniaxial tension).
To check this condition, let us compute the yield strength of the cold-worked wire at the
exit:
π‘Œπ‘†π‘π‘€ β‰… πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž)
𝑛
= 1300(0.3462)0.3
β‰… 946 [MPa]
The minimum drawing force, which starts to deform the drawn wire, becomes
Fmin = Οƒf1A1 = 946 β‹… 5 = 4.74 [kN]
Since Fdraw (1.78 kN) < Fmin (4.74 kN), the wire deforms inside the die before its gets to
elongate at the exit. Therefore, the operation is feasible.
Here are some limitations of the wire drawing process [6]:
1. To avoid center-burst defect, h/L must be less than 2. (In this example, it is only
1.2.)
2. To reduce the frequent breaking of the wire, the area reduction (per die) must be
kept below 30%.
3. Good lubrication is needed to decrease the drawing force.
6.15
Slides 6.23-6.25
Question: Would you elaborate the derivations in these slides?
Answer: The backward can impact extrusion model in these slides was again adapted
from Ref. [1]. This time, Lange [1] presents a model that comes from the Ph.D.
dissertation of Dipper [8]. The analytical model, which makes good use of slab method, is
quite easy to understand. Despite its sheer simplicity, the force estimates of the model
are in very good agreement with experimental ones especially for thin-walled extrusions.
Before we continue, let us briefly discuss the limitation of this model: In backward can
extrusion, the relative area reduction is defined as
πœ€π΄ β‰œ
𝐴0 βˆ’ 𝐴1
𝐴0
= 1 βˆ’
1
𝑅𝑒
(6.62)
where A0 is the area of the billet; A1 refers to the cross-section of the extruded product; Re
denotes the reduction ratio in Eqn. (6.47). Hence, Eqn. (6.62) boils down to
πœ€π΄ β‰œ
𝑑𝑒
2
βˆ’ (𝑑𝑒
2
βˆ’ 𝑑𝑖
2
)
𝑑𝑒
2
=
𝑑𝑖
2
𝑑𝑒
2
(6.63)
Dipper’s backward can extrusion model yields accurate results when 0.5 ≀ πœ€π΄ ≀ 0.6.
Notice that as πœ€π΄ increases, the wall thickness of the extruded can (~
π‘‘π‘’βˆ’π‘‘π‘–
2
) decreases.
Therefore, as confirmed by experimental studies, the analytical model presented here is
mostly applicable to thin-walled cans.
As illustrated in Fig. 6.8, the deformation zone is divided into three portions:
1. Zone 1: Material is upset between ram/punch and the die.
2. Zone 2: Material, which is compressed sideways, is plastically flowing in the
upwards direction.
3. Zone 3: Material in this zone essentially forms the wall of the can. Since the
plastic deformation is presumed to terminate at the interface between Zone 2 and
Zone 3, this zone is free from any plastic deformation and does not bear any
load/stress.
Ram
Zone 1
di
Die
d0 = de
Zone
3
Zone
3
Zone 2
Zone 2
b
s
s
z
dz
r dr
Figure 6.8: Nomenclature for the backward can extrusion process.
6.16
The analysis starts with Zone 2 and works its way up to Zone 1. In Zone 2, a differential
ring element is considered as illustrated in Figs. 6.8 and 6.9.
dz
Οƒr2
Οƒr2
Οƒr2
σz2+dσz2
Οƒz2
Οƒr2
Οƒf2/2
ΞΌ1Οƒf2 Οƒf2/2 ΞΌ1Οƒf2
Οƒz2
σz2+dσz2
di/2
de/2
Figure 6.9: Stresses on the differential ring element (Zone 2).
The axial force equilibrium for this element can be written as
[(πœŽπ‘§2 + dπœŽπ‘§2) βˆ’ πœŽπ‘§2]
⏟
Net axial stress
[
πœ‹(𝑑𝑒
2
βˆ’ 𝑑𝑖
2
)
4
]
⏟
Area
= ΞΌ1πœŽπ‘“2(πœ‹π‘‘π‘’π‘‘π‘§)
⏟
Friction force
(Die side)
+
πœŽπ‘“2
2
⏞
πœπ‘¦π‘–π‘’π‘™π‘‘
(πœ‹π‘‘π‘–π‘‘π‘§)
⏟
Friction force
(Zone 1 boundary)
(6.64)
where ΞΌ1 refers to the kinematic friction coefficient between the die and the workpiece
material. The inner surface of the ring (i.e. the boundary between Zones 1 and 2) is
subjected to plastic shearing. Consequently, the shear stress is taken as πœπ‘¦π‘–π‘’π‘™π‘‘ =
πœŽπ‘“2
2
. It is
critical to note that while estimating Coulomb friction forces, the normal stresses (like
πœŽπ‘Ÿ2) are not employed for the sake of simplicity. Just like the assumptions in Slide 6.12,
the pressures on the walls of the die/punch are presumed to be on the order of the flow
stress of the material at a specific zone.
Rearranging Eqn. (6.64) yields
dπœŽπ‘§2
πœ‹ (𝑑𝑒 βˆ’ 𝑑𝑖)
⏞
2𝑠
(𝑑𝑒 + 𝑑𝑖)
⏞
2(𝑑𝑖+𝑠)
4
= Ο€πœŽπ‘“2dz [ ΞΌ1 (𝑑𝑖 + 2𝑠)
⏞
𝑑𝑒
+
1
2
𝑑𝑖]
(6.65)
That is,
dπœŽπ‘§2πœ‹ 2𝑠
𝑑𝑖 + 𝑠
2
= Ο€πœŽπ‘“2dz (ΞΌ1𝑑𝑖 + ΞΌ1𝑠 + ΞΌ1𝑠
⏞
~
1
2
𝑠
+
1
2
𝑑𝑖) (6.66)
For the sake of simplifying Eqn. (6.66), the term ΞΌ1𝑠 is replaced by 1
2
𝑠. Consequently, we
get
dπœŽπ‘§2πœ‹ 2𝑠
𝑑𝑖 + 𝑠
2
= 2Ο€πœŽπ‘“2dz
ΞΌ1 + 1
2
2
⏟
β‰œ πœ‡
βˆ™
𝑑𝑖 + 𝑠
2
⏟
average
radius
βˆ™ 2
(6.67)
Here, πœ‡ β‰œ
1
2
(ΞΌ1 + 1
2
) is called the effective coefficient of friction. Finally, Eqn. (6.67)
boils down to the following differential equation:
dπœŽπ‘§2𝑠 = 2πœ‡πœŽπ‘“2dz (6.68)
Integrating Eqn. (6.68) yields
6.17
∫ dπœŽπ‘§2 =
2πœ‡πœŽπ‘“2
𝑠
∫ dz (6.69a)
∴ πœŽπ‘§2 =
2πœ‡πœŽπ‘“2
𝑠
𝑧 + C (6.69b)
To compute the integration constant C in Eqn. (6.69b), a boundary condition is needed.
Recall that Zone 3 is presumed not to carry any axial stress. Therefore, πœŽπ‘§2 = 0 at the
boundary between these two neighboring zones (i.e. z = b). Thus,
C = βˆ’
2πœ‡πœŽπ‘“2
𝑠
𝑏 (6.70)
Evidently, Eqn. (6.69b) becomes
πœŽπ‘§2 = βˆ’
2πœ‡πœŽπ‘“2
𝑠
(𝑏 βˆ’ 𝑧) (6.71)
Note that since the ring element inside Zone 2 is plastically deforming altogether, we can
determine the radial stress component (πœŽπ‘Ÿ2) by applying Tresca yield criterion. As shown
in Slide 6.23 (see estimated stress distributions at each zone), Dipper assumes that
𝜎1 = πœŽπ‘§2 and 𝜎3 = πœŽπ‘Ÿ2. Hence,
𝜎1 βˆ’ 𝜎3 = πœŽπ‘§2 βˆ’ πœŽπ‘Ÿ2 = πœŽπ‘“2 (6.72a)
∴ πœŽπ‘Ÿ2 = πœŽπ‘§2 βˆ’ πœŽπ‘“2 (6.72b)
Using Eqn. (6.71), the mean axial stress6 can be computed:
πœŽπ‘§2|𝑧=𝑏 2
⁄ = πœŽπ‘§2π‘š = βˆ’πœ‡πœŽπ‘“2
𝑏
𝑠
(6.73)
Plugging Eqn. (6.73) into (6.72b) yields the mean radial stress in Zone 2:
πœŽπ‘Ÿ2|𝑧=𝑏 2
⁄
⏟
πœŽπ‘Ÿ2π‘š
= πœŽπ‘§2|𝑧=𝑏 2
⁄
⏟
πœŽπ‘§2π‘š
βˆ’ πœŽπ‘“2
(6.74a)
∴ πœŽπ‘Ÿ2π‘š = βˆ’πœŽπ‘“2 (1 + πœ‡
𝑏
𝑠
) (6.74b)
Now, we can proceed to Zone 1. To this end, a differential ring element in Fig. 6.8 is
considered. Fig. 6.10 shows the stresses acting on this element. The radial force
equilibrium for the differential ring takes the following form:
[(πœŽπ‘Ÿ1 + dπœŽπ‘Ÿ1) βˆ’ πœŽπ‘Ÿ1]
⏟
Net radial stress
2πœ‹π‘Ÿπ‘
⏟
Area
= 2ΞΌ1πœŽπ‘“1(2πœ‹π‘Ÿπ‘‘π‘Ÿ)
⏟
Total friction force
(6.75)
Simplifying this equation leads to
dπœŽπ‘Ÿ1 =
2ΞΌ1πœŽπ‘“1
𝑏
π‘‘π‘Ÿ (6.76)
By integrating Eqn. (6.76), we have
6 Since z2 changes linearly, the mean value (z2m) resides in the middle of its domain (z = b/2).
6.18
πœŽπ‘Ÿ1 =
2ΞΌ1πœŽπ‘“1
𝑏
π‘Ÿ + 𝐢 (6.77)
To determine the integration constant C in Eqn. (6.77), we shall consider the interface
between the adjacent zones.
Οƒ
r1
+dσ
r1
Οƒz1
Οƒr1
ΞΌ1Οƒf1
r Οƒz1
ΞΌ1Οƒf1
Οƒz1
ΞΌ1Οƒf1
Οƒz1
ΞΌ1Οƒf1
Οƒ
r1
+dσ
r1
b
dr
Οƒr1
Figure 6.10: Stresses on the differential ring element (Zone 1).
For that purpose, the transposition of the average radial stresses from Zone 2 to Zone 1 is
assumed. That is,
πœŽπ‘Ÿ1|π‘Ÿ=𝑑𝑖 2
⁄ =
2ΞΌ1πœŽπ‘“1
𝑏
β‹…
𝑑𝑖
2
+ 𝐢 = πœŽπ‘Ÿ2π‘š (6.78a)
∴ 𝐢 = πœŽπ‘Ÿ2π‘š βˆ’ ΞΌ1πœŽπ‘“1
𝑑𝑖
𝑏
(6.78b)
Evidently,
πœŽπ‘Ÿ1 =
2ΞΌ1πœŽπ‘“1
𝑏
(π‘Ÿ βˆ’
𝑑𝑖
2
) + πœŽπ‘Ÿ2π‘š (6.79)
The axial stress component (i.e. the pressure on the ram/punch) can be determined by
applying Tresca yield criterion to the ring element. With the assumption 𝜎1 = πœŽπ‘Ÿ1 and
𝜎3 = πœŽπ‘§1, we obtain
𝜎1 βˆ’ 𝜎3 = πœŽπ‘Ÿ1 βˆ’ πœŽπ‘§1 = πœŽπ‘“1 (6.80a)
∴ πœŽπ‘§1 = πœŽπ‘Ÿ1 βˆ’ πœŽπ‘“1 (6.80b)
Now, let us compute the average stresses for Zone 1. Using Eqn. (6.79), the mean radial
stress can be easily computed:
πœŽπ‘Ÿ1π‘š =
4
πœ‹π‘‘π‘–
2
⏟
1/Area
∫ πœŽπ‘Ÿ1(π‘Ÿ) 2πœ‹π‘Ÿ π‘‘π‘Ÿ
𝑑𝑖/2
0
(6.81a)
πœŽπ‘Ÿ1π‘š =
2ΞΌ1πœŽπ‘“1
𝑏
∫ (π‘Ÿ βˆ’
𝑑𝑖
2
) 2πœ‹π‘Ÿπ‘‘π‘Ÿ
𝑑𝑖/2
0
βˆ’πœŽπ‘“2 (1 + πœ‡
𝑏
𝑠
)
⏟
πœŽπ‘Ÿ2π‘š
(6.81b)
Consequently, Eqn. (6.81b) becomes
πœŽπ‘Ÿ1π‘š = βˆ’
1
3
ΞΌ1πœŽπ‘“1
𝑑𝑖
𝑏
βˆ’ πœŽπ‘“2 (1 + πœ‡
𝑏
𝑠
) (6.82)
6.19
Similarly, plugging Eqn. (6.82) into (6.80b) yields the average axial stress (i.e. the average
pressure on the ram):
πœŽπ‘§1π‘š = πœŽπ‘Ÿ1π‘š βˆ’ πœŽπ‘“1 (6.83a)
∴ πœŽπ‘§1π‘š β‰œ βˆ’π‘π‘π‘’π‘›π‘β„Ž = βˆ’πœŽπ‘“1 (1 +
1
3
ΞΌ1
𝑑𝑖
𝑏
) βˆ’ πœŽπ‘“2 (1 + πœ‡
𝑏
𝑠
) (6.83b)
Finally, the extrusion force becomes
πΉπ‘π‘’π‘›π‘β„Ž = π‘π‘π‘’π‘›π‘β„Žπ΄π‘π‘’π‘›π‘β„Ž = βˆ’ πœŽπ‘§1π‘š (
πœ‹π‘‘π‘–
2
4
) (6.84)
Note that the flow stresses in Eqn. (6.83b) are defined as
πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž1)
𝑛
(6.85a)
πœŽπ‘“2 = 𝐾(πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™)
𝑛
(6.85b)
where the equivalent strains can be expressed as follows:
πœ€π‘’π‘ž1 = 𝑙𝑛 (
β„Žπ‘œ
𝑏
) (6.86a)
πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™ = πœ€π‘’π‘ž1 + πœ€π‘’π‘ž1
𝑑𝑖
8𝑠
⏟
πœ€π‘’π‘ž2
= 𝑙𝑛 (
β„Žπ‘œ
𝑏
) (1 +
𝑑𝑖
8𝑠
)
(6.86b)
Here, h0 refers to the initial thickness of the billet.
Slides 6.26
Question: Would you elaborate the empirical piercing model in this slide?
Answer: This slide was actually adapted from Ref. [6]. There is a very nice explanation
about piercing process in Section 4.4.3 (Open-die Forging). Please refer to pages 236-
237.
6.20
Slide 6.27
Question: Would you give an example on the application of the presented model on
backward can extrusion process?
Answer: Consider the problem (Example 3) in this slide. The given data are as follows:
ο‚· K = 700 [MPa]
ο‚· n = 0.24
ο‚· 1 = 0.06
ο‚· h0 = 35 [mm]
ο‚· d0 = de = 70 [mm]
ο‚· di = 58 [mm]
ο‚· b = 5 [mm]
ο‚· s = (de –di)/2 = 6 [mm]
First of all, we shall take a look at the analytical model given by Eqn. (6.83b). The
unknown quantities are calculated as follows:
πœ€π‘’π‘ž1 = 𝑙𝑛 (
β„Ž0
𝑏
) = 𝑙𝑛 (
35
5
) = 1.95
πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™ = 𝑙𝑛 (
β„Žπ‘œ
𝑏
) (1 +
𝑑𝑖
8𝑠
) = 1.95 (1 +
58
8 β‹… 6
) = 4.31
With the strains at hand, we can calculate the corresponding flow stresses:
πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž1)
𝑛
= 700(1.95)0.24
β‰… 821 [MPa]
πœŽπ‘“2 = 𝐾(πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™)
𝑛
= 700(4.31)0.24
β‰… 994 [MPa]
Similarly, the effective coefficient of friction becomes
πœ‡ =
1
2
(ΞΌ1 +
1
2
) =
0.06 + 0.5
2
= 0.28
The mean axial stress on the punch [Eqn. (6.83b)] can be expressed as
πœŽπ‘§1π‘š = βˆ’821 (1 +
1
3
0.06
58
5
) βˆ’ 994 (1 + 0.28
5
6
)
∴ ppunch = βˆ’Οƒz1m β‰… 2237 [MPa]
The punch force is
𝐹punch = 𝑝punch𝐴punch = 2237 (
πœ‹ 582
4
) = 5.910 [MN]
Let us check the validity of the result:
πœ€π΄ =
𝑑𝑖
2
𝑑𝑒
2 =
582
702
= 0.68
Since 0.5 ≀ πœ€π΄ ≀ 0.6, the result we have just obtained (0.68) is a little bit out of the range.
To cross-check our result, we can employ empirical techniques in Slide 6.20. Let us
compute all the required quantities:
𝐴0 =
πœ‹ 702
4
= 3848 [mm2
]
6.21
𝐴1 =
πœ‹(702
βˆ’ 582
)
4
= 1206 [mm2
]
Extrusion ratio:
𝑅𝑒 =
𝐴0
𝐴1
= 3.19
Equivalent strain:
πœ€π‘’π‘ž = ln(𝑅𝑒) = 1.16
Mean flow stress:
πœŽπ‘“π‘š =
𝐾(πœ€π‘’π‘ž)
𝑛
𝑛 + 1
=
700(1.16)0.24
1.24
= 585 [MPa]
Strain factor:
Qe = 0.8 + 1.2πœ€π‘’π‘ž = 0.8 + 1.2 β‹… 1.16 = 2.19
Consequently, the average punch force is estimated as
𝐹
Μ… = πœŽπ‘“π‘š Qe A0 = 585 β‹… 2.19 β‹… 3848 = 4.934 [MN]
This punch force, which does not constitute any container friction, is actually in good
agreement with the one we have found earlier.
As the final step, let us also compute the constrained piercing force (see Slide 6.26):
𝐹piercing = (3 … 5)πœŽπ‘“π‘š (A0 βˆ’ 𝐴1)
⏟
𝐴punch
= 5 β‹… 585(3848 βˆ’ 1206) = 7.727 [MN]
Note that in constrained piercing, the pressure factor starts with 3 (see equation above).
As the piercing tool (i.e. indenter) descends, this coefficient quickly reaches up to 5 due to
strain-hardening. Therefore, we have chosen to use the highest factor of 5 in our
computation.
Anyway, since 𝐹
Μ… < πΉπ‘π‘–π‘’π‘Ÿπ‘π‘–π‘›π‘”, inhomogeneous deformation (i.e. piercing) never takes
place.
6.22
Slide 6.28-6.34
Question: Would you explain Table 1 in Slide 6.28?
Answer: This table, which was adapted from Lange [1] (see Tab. 5.2 on page 250),
tabulates the force components in extrusion/drawing processes. Most results given in this
table are obtained through the Siebel’s extrusion model that we have elaborated in the
previous pages. We shall show the transposed version of this table to enhance the
readability of this document.
Table 6.1: Calculation of force components for extrusion and drawing processes.
Process:
Direct/forward
extrusion of rods
Direct/forward
extrusion of tubes
Wire/rod- & bar
drawing
Ironing & tube
drawing over
fixed mandrel
Fideal πœŽπ‘“π‘šπœ€π‘’π‘žA0 πœŽπ‘“π‘šπœ€π‘’π‘žA0 πœŽπ‘“π‘šπœ€π‘’π‘žA1 πœŽπ‘“π‘šπœ€π‘’π‘žA1
Fshear
2
3
tan(𝛼) πœŽπ‘“π‘šA0
1
2
tan(𝛼) πœŽπ‘“π‘šA0
2
3
tan(𝛼) πœŽπ‘“π‘šA1
1
2
tan(𝛼) πœŽπ‘“π‘šA1
Ffriction
(Container)
πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0
Ffriction
(Die-shoulder)
2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA0
sin(2𝛼)
2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA0
sin(2𝛼)
2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA1
sin(2𝛼)
2πœ‡π‘†πœŽπ‘“π‘šπœ€π‘’π‘žA1
sin(2𝛼)
Ffriction
(Mandrel-die)
πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA1
tan(𝛼)
Β±
πœ‡π‘€πœŽπ‘“π‘šπœ€π‘’π‘žA1
tan(𝛼)
Ffriction
(Mandrel-exit)
πœ‹π‘‘2β„Žπ‘Ÿπœ‡π‘Μ…π‘Ÿ
Let us explain each process presented on a column of this table and discuss the exceptions
that go with them:
Column 1
This column refers to the direct/forward extrusion model in Eqn. (6.46). There are a few
exceptions to consider:
i) If reducing type extrusion (sometimes referred to as open-die extrusion) is
performed as shown in Slide 6.29, the friction force for the container must be
omitted [i.e. Ffriction (Container) = 0] owing to the fact that there is no container here!
The following slide (Slide 6.30) is not actually related to the comments for this table.
It reminds us that in backward extrusion process (as illustrated in this slide),
there is no container friction due to the fact that the material inside the container
is not moving at all. That is, there is no relative motion between the workpiece and
the die. Since the friction develops as a resistance to motion, the workpiece material
(under huge pressures) does not experience any frictional force whatsoever.
ii) The rod extrusion in practice is generally performed with a die angle (2) of 180ο‚°. In
that case, Eqn. (6.46) obviously breaks down and yields infinite extrusion force! In
this situation, a dead-zone at an angle () of 45ο‚° (i.e. the direction where maximum
shear stress occurs) develops, the material is then plastically shorn along those
boundaries as illustrated in Slide 6.31. Hence, the shear stress becomes
6.23
𝜏 = πœπ‘¦π‘–π‘’π‘™π‘‘ =
1
2
πœŽπ‘“π‘š = πœ‡β€²
πœŽπ‘“π‘š (6.88)
Consequently, the model is modified for this special case by defining an artificial die
angle () of 45ο‚° and the effective friction coefficient (πœ‡β€²
) of
1
2
. Eqn. (6.46) then takes
the following form:
Ftotalβ€²(h) = A0πœŽπ‘“π‘š [
2
3
tan(𝛼′) + (1 +
2πœ‡β€²
sin(2𝛼′)
) πœ€π‘’π‘ž] + πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.89)
With 𝛼′
= 45Β° and πœ‡β€²
=
1
2
, it boils down to
Ftotalβ€²(h) = A0πœŽπ‘“π‘š (
2
3
+ 2 πœ€π‘’π‘ž) + πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.90)
Notice that since a dead-zone is formed inside the container, the height of the
material in the container must be modified accordingly. That is, the range of h in
Eqn. (6.90) becomes 0 ≀ β„Ž ≀ β„Ž0
β€²
where β„Ž0
β€²
β‰œ β„Ž0 βˆ’
𝑑0βˆ’π‘‘1
2 tan(𝛼′)
.
It is critical to note that apart from 2𝛼 = 180Β°, the dead-zone might also emerge
when 0Β° < 2𝛼 < 180Β°. If the extrusion force computed by Eqn. (6.46) is less than that
of Eqn. (6.90), the material will favor to slide on the surface of the die-shoulder.
Otherwise, it is expected to be plastically shorn at an angle of 45ο‚°. Under the
presumption that the friction forces at the container are somewhat negligible, this
artificial angle can be simply calculated as
𝛼′
= {
𝛼, 𝑓(𝛼) < 0
πœ‹/4, 𝑓(𝛼) β‰₯ 0
(6.91)
where the function describing the sliding condition in Eqn. (6.91) is
𝑓(𝛼) = tan(𝛼) βˆ’ 1 βˆ’
3
2
(1 βˆ’
2πœ‡
sin(2𝛼)
) πœ€π‘’π‘ž (6.92)
The pictorial description of Eqn. (6.91) is given in Fig. 6.11. Here, the constants π›Όβˆ’
and 𝛼+
are essentially the roots of the nonlinear function 𝑓(𝛼) = 0. The MATLAB
function (dzone.m) listed in Table 6.2 numerically solves the above-mentioned
equation and returns these roots. It is important to note that the shallow dies (except
for the dies with 2𝛼 = 180Β°) are very rare in practice.
The question that might be raised at this point is whether there exists an optimum
die angle that will minimize the extrusion force. To this end, let us take the
derivative of Eqn. (6.46) with respect to  and set it to zero. Since the container
friction is not a function of , the resulting expression becomes
𝑑
𝑑𝛼
[
2
3
tan(𝛼) +
2πœ‡πœ€π‘’π‘ž
sin(2𝛼)
] = 0 (6.93a)
6.24
∴
cos(2𝛼)
sin2(𝛼)
=
2
3πœ‡πœ€π‘’π‘ž
(6.93b)
Solving Eqn. (6.93b) for the optimum die angle * leads to
π›Όβˆ—
= tanβˆ’1
(√
3πœ‡πœ€π‘’π‘ž
3πœ‡πœ€π‘’π‘ž + 2
) (6.94)
When a simulation7 with the parameters given in Tables 2 and 3 of Slide 6.28 is
performed, one can discover that the optimum angle ranges in between 11ο‚° and 37ο‚°
while the average value is 28ο‚°. Note that in all of these cases, π›Όβˆ’
< π›Όβˆ—
< 𝛼+
. Thus,
the dead-zone formation is effectively avoided.
Ο€/2
Ο€/4
Ο€/4
Ξ±+
Ξ±-
Ξ±-
Ξ±+
Ξ±
Ξ±Β΄
f(Ξ±)<0 f(Ξ±)>0
Figure 6.11: Artificial die angle.
Column 2
This column refers to the direct/forward extrusion of tubes with a moving mandrel (its
diameter is dm = d2) as shown in Slide 6.33. The process is quite similar to the forward
extrusion of rods except that the friction forces acting on the mandrel should be taken into
consideration:
ο‚· Inside the container, the relative speed of the material with respect to the mandrel
is zero. Therefore, there is no friction at this portion of the mandrel.
7 This simulation is frequently referred to as Monte-Carlo simulation. Here, the variables (, ο₯eq) are
assigned randomly within their prescribed range. The output (*) is then computed and stored for a large
number of trials (like 106). Consequently, the statistical attributes of the outcome (e.g. maximum & minimum
values, average, variance, probability distribution, etc.) are reported at the end of a typical simulation.
6.25
ο‚· In the die shoulder, the friction force on the mandrel is as specified in Table 6.1
(see the 5th row). Interested students are encouraged to refer to Lange [1] that
includes a derivation of this result.
ο‚· Slide 6.33 elaborates the computation of the friction force acting on the mandrel at
the die exit (see the 6th row). The frictional shear stress (i.e. πœ‡π‘Μ…π‘Ÿ) is presumed to be
in the range of 10 to 12 [MPa].
The rest of the components are as expected. However, the shear force decreases (e.g. the
corresponding multiplier changes from 2/3 to Β½) owing to the fact that mandrel occupies
some portion of the die center. Thus, the effective area of the shorn material (at the inlet
and exit) is essentially reduced.
Table 6.2: MATLAB program to compute the artificial die angle.
mu = .125*rand;
epsilon = .5 + 6.5*rand;
as = atan(sqrt(3*mu*epsilon/(3*mu*epsilon+2)));
disp(['Optimum Die Angle: ' num2str(rad2deg(as)) ' [deg]'])
[a2,a1] = dzone(mu,epsilon);
disp(['Upper Limit of Die Angle: ' num2str(rad2deg(a2)) ' [deg]'])
disp(['Lower Limit of Die Angle: ' num2str(rad2deg(a1)) ' [deg]'])
alpha = linspace(0,pi/2,100)';
cond = tan(alpha)-1-1.5*(1-2*mu./sin(2*alpha))*epsilon;
alpha_p = alpha.*(cond<0) + .25*pi*(cond>=0);
plot(rad2deg(alpha),rad2deg(alpha_p)); grid on
xlabel('alpha [circ]'); ylabel('alphaprime [circ]')
function [alpha2,alpha1] = dzone(mu,epsilon)
fcn = @(x) tan(x)-1-1.5*(1-2*mu/sin(2*x))*epsilon;
alpha1 = fsolve(fcn,.1,optimoptions('fsolve','Display','off'));
alpha2 = fsolve(fcn,pi/4,optimoptions('fsolve','Display','off'));
end
Column 3
The expressions in this column give the force components for rod/bar drawing. An
application of this model was presented earlier through an example in Slide 6.22.
Column 4
The model presented in this column essentially neglects the changes in the inner diameter
of the drawn tube. As shown in Slide 6.32, when the inner diameter of the tube commences
to change, a bending moment (i.e. the energy required to bend the tube) must be taken
into consideration. The given model obviously lacks that component.
6.26
The last comment is about ironing process. As shown in Slide 6.34, the frictional force
acting directly on the punch reduces the force transmitted to the base. In ironing, the base
force (i.e. Fp – Ff) is, by definition, the component drawing the material out. Therefore,
this friction force needs to be subtracted from the total punch force. The minus (–) sign in
the fifth row does serve for this purpose. On the other hand, in tube drawing with fixed
mandrel, the mandrel friction force adds on to the draw force. Hence, (+) sign is employed
for this case. Here, the friction coefficient πœ‡π‘€ denotes the friction coefficient between the
workpiece and the mandrel/punch while πœ‡π‘† refers to the one between the die and the
workpiece.
References
[1] Lange, K., Lehrbuch der Umformtechnik, Band 1, 2, 3, Springer-Verlag, Berlin, 1975.
[2] Lange, K., Handbook of Metal Forming, SME Publications, Michigan, 1994.
[3] Siebel, E., Die Formgebung im bildsamen Zustand, DΓΌsseldorf:Verlag Stahleisen, 1932.
[4] Siebel, E., β€œUntersuchungen ΓΌber bildsame FormΓ€nderung unter besonderer
BerΓΌcksichtigung des Schmiedens,” Maschinenbau/Betrieb 9, 307-312, 1923.
[5] Tlusty, G., Manufacturing Processes and Equipment, Prentice Hall, NJ, 2000.
[6] Schey, J. A., Introduction to Manufacturing Processes, 2nd Edition, McGraw Hill, NY, 1987.
[7] Groover, M. P., Fundamentals of Modern Manufacturing, 5th Edition, John Wiley, NY,
2013.
[8] Dipper, M., Das Fließpressen von Hülsen in Rechnung und Versuch, Dr.-Ing.-Diss.,
Hochschule fΓΌr Technik Stuttgart, 1949, s. auch Archiv f. d. EisenhΓΌttenwesen 20, 275-286,
1949.

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Chapter 6 - Q A (v1.3).pdf

  • 1. 6.1 Chapter 6 – Bulk Forming Processes (II) Questions & Answers Slides 6.9-6.18 Question: Would you elaborate the derivations in these slides? Answer: The extrusion model in these slides was adapted from a well-known German handbook in three volumes [1]1. However, the model presented by this book (see Vol. 2) is, by and large, based on the works of Siebel [3-4]. Anyway, the given extrusion model essentially makes good use of energy methods. The energy/work required to perform extrusion process can be divided into four components: 1) Ideal Work: Energy required to convert the billet (area: A0; height: h0) into the final shape of the product (area: A1; height: h1  h0A0/A1). In other words, it refers to the energy necessary to plastically deform the billet into the final product. 2) Friction Work: Energy to overcome: a. Friction in the die-shoulder b. Friction inside the container 3) Shearing Work: Total energy required to shear the material plastically as it enters and exits the die-shoulder. 4) Bending Work: It does not exist in direct/forward extrusion. Before we proceed, a quick review on work/energy might helpful at this point. As you might remember from your Physics courses, the work done by a force is a scalar quantity and is measured in [J]. Work/energy is defined as the inner product of a force vector (F) and a displacement vector (s). That is, π‘Š = 𝑭 β‹… 𝒔 = |𝑭||𝒔| cos(πœƒ) = 𝐹𝑠 cos(πœƒ) (6.1) where  is the angle between the vectors. If the force is a function of displacement, the work done by the force takes the following form: π‘Š = ∫ 𝑭(𝒔) β‹… 𝑑𝒔 (6.2) Recall that ο‚· If W > 0, force transfers some energy to the system under study; ο‚· If W = 0, no energy is exchanged; ο‚· If W < 0, some energy is absorbed or taken away from the system. Armed with this information, let us elaborate the above-mentioned energy components: 1 In 1994, the Society of Manufacturing Engineers (SME) published the English translation of this handbook: See Ref. [2].
  • 2. 6.2 1. Ideal Work (Slides 6.9-6.11): To compute the ideal work component, we shall consider an infinitesimal disc element inside the die shoulder (where plastic deformation is taking place). Under the action of stresses acting on this element (i.e. radial- and axial stresses: r and z), it will be displaced while changing its overall shape as illustrated in Fig. 6.1. A0 A1 Deformation Region Initial Position Final Position Die r z Ξ”z Ξ”z+d(Ξ”z) r r-dr Area: A Figure 6.1: Slab model for the die shoulder [1]. The stresses on the disc is shown in Fig. 6.2. In our derivations, we shall assume that ο‚· z > 0 is the maximum principal stress component (1)2; ο‚· r < 0 is the minimum one (3). Οƒz Οƒz Οƒr Οƒr dr d(Ξ”z)/2 d(Ξ”z)/2 Final Initial Figure 6.2: Stresses and deformations on the disc elements. Now, let us write the energy required to deform this disc element to its final shape. For this purpose, we shall compute the work done by every force component acting on the disc: π‘‘π‘Šideal = (πœŽπ‘Ÿ2πœ‹π‘ŸΞ”π‘§) ⏟ radial force π‘‘π‘Ÿ ⏟ rad. disp. + (πœŽπ‘§π΄) ⏟ axial force (up) 𝑑(Δ𝑧) 2 ⏟ axial disp. + (πœŽπ‘§π΄) ⏟ axial force (down) 𝑑(Δ𝑧) 2 ⏟ axial disp. (6.3) Thus, it becomes 2 In extrusion, z is known to be compressive. However, the assumption that z > 0 does not alter the nature of the derivations as long as one carries out the computations consistently in accordance with the assumptions adopted.
  • 3. 6.3 π‘‘π‘Šideal = πœŽπ‘Ÿ2πœ‹π‘ŸΞ”π‘§ π‘‘π‘Ÿ + πœŽπ‘§π΄ 𝑑(Δ𝑧) (6.4) Recall that the area of disc element initially is 𝐴 = πœ‹π‘Ÿ2 (6.5) As the disc deforms to its final shape, the change in the area3 (dA) can be calculated by differentiating Eqn. (6.5): 𝑑𝐴 = 2πœ‹π‘Ÿ π‘‘π‘Ÿ (6.6) Substituting Eqn. (6.6) into (6.4) actually eliminates r: π‘‘π‘Šideal = πœŽπ‘ŸΞ”π‘§π‘‘π΄ + πœŽπ‘§π΄ 𝑑(Δ𝑧) (6.7) Now, we can calculate the change in thickness [d(z)] by considering the volume constancy: Δ𝑉 = 𝐴Δ𝑧 = constant (6.8) Taking the differential of Eqn. (6.8) yields d(Δ𝑉) = 𝐴 𝑑(Δ𝑧) + 𝑑𝐴 Δ𝑧 = 0 (6.9) By rearranging Eqn. (6.9), we obtain d(Δ𝑧) = βˆ’ 𝑑𝐴 𝐴 Δ𝑧 (6.10) Plugging Eqn. (6.10) into (6.7) leads to π‘‘π‘Šideal = (πœŽπ‘Ÿ βˆ’ πœŽπ‘§)Δ𝑧 𝑑𝐴 (6.11) It would be convenient to express Eqn. (6.11) in terms of V (rather than z). By employing Eqn. (6.8), we get π‘‘π‘Šideal = (πœŽπ‘Ÿ βˆ’ πœŽπ‘§) 𝑑𝐴 𝐴 Ξ”V (6.12) Now, let us define infinitesimal specific ideal work4: 𝑑𝑀ideal β‰œ π‘‘π‘Šideal Ξ”V = (πœŽπ‘Ÿ βˆ’ πœŽπ‘§) 𝑑𝐴 𝐴 (6.13) Since the disc element is plastically deforming, Tresca yield criterion must be satisfied: 𝜎1 βˆ’ 𝜎3 = πœŽπ‘“ β‰… π‘Œπ‘† (6.14) That is, πœŽπ‘§ βˆ’ πœŽπ‘Ÿ = πœŽπ‘“ (6.15) 3 In our case, dA (or dr) must be a negative quantity indicating a decrease in the final area. We accommodated that fact by changing the sign of dr in Fig. 6.1. That is, we have modified the direction of radial displacement vector in Fig. 6.2 such that r and dr point the same direction (i.e. towards the center of the die). 4 This definition is very similar to those in Thermodynamics. For instance, specific heat capacity (c) is defined by dividing the heat capacity of the substance (C) by the sample’s mass (m).
  • 4. 6.4 Combining Eqn. (6.13) and (6.15) results in 𝑑𝑀ideal = βˆ’πœŽπ‘“ 𝑑𝐴 𝐴 (6.16) If Eqn. (6.16) is integrated, the specific ideal work is calculated: 𝑀ideal = ∫ βˆ’πœŽπ‘“ 𝐴1 𝐴0 𝑑𝐴 𝐴 (6.17) Due to strain-hardening, the flow stress of the material (f) is to change as a function of the area: πœŽπ‘“ = 𝐾 [ln ( 𝐴0 𝐴 )] 𝑛 . Thus, evaluating the definite integral in Eqn. (6.17) would be a challenging task (at least, analytically!). For all practical purposes, Siebel [3-4] presumes that a constant mean flow stress (fm) can be utilized instead of a flow stress that changes constantly. Hence, Eqn. (6.17) becomes 𝑀ideal = βˆ’πœŽπ‘“π‘š ∫ 𝑑𝐴 𝐴 𝐴1 𝐴0 = πœŽπ‘“π‘šπ‘™π‘› ( 𝐴0 𝐴1 ) = πœŽπ‘“π‘šπœ€π‘’π‘ž (6.18) Here, the mean flow stress5 is computed as follows: πœŽπ‘“π‘š β‰… πœŽπ‘“0 + πœŽπ‘“1 2 (6.19) where f0 is the initial flow stress of the (annealed) material while f1 = K(ο₯eq)n refers to the strength of work-hardened material at the exit. Finally, the overall ideal work turns out to be π‘Šideal = 𝑉𝑀ideal = π‘‰πœŽπ‘“π‘šπœ€π‘’π‘ž (6.20) Notice that V here denotes the volume of the material that has passed through the die- shoulder. That is, it intrinsically refers to the volume of the extruded material at a particular position of the ram and can be expressed as a function of the ram’s stroke (s): 𝑉(𝑠) = 𝐴0𝑠 (6.21) where 0 ο‚£ s ο‚£ h0. 2.a Friction Work at Die-shoulder (Slides 6.12-6.14): As highlighted in Slide 6.12, Siebel [3-4] makes the following assumptions to compute work done against friction: ο‚· Pressure acting on the walls of the container is in the order of initial flow stress: f0 ο‚· Pressure on the walls of the die shoulder is about the mean flow stress: fm 5 This definition is pivotal in his derivation as it will be also employed in the later stages (i.e. shear energy computation). Therefore, it is not recommended to utilize any other mean flow stress formulations when using this mathematical model.
  • 5. 6.5 With these assumptions, the work done by the friction forces inside the die shoulder can be conveniently estimated. To this end, we shall utilize the friction model shown in Fig. 6.3. The infinitesimal work done against the friction on the die-shoulder can be written as π‘‘π‘Šfriction die shoulder = [πœ‡πœŽπ‘“π‘š 2Ο€rΔ𝑠 cos(𝛼) ] ⏟ friction force 𝑑𝑧 cos(𝛼) ⏟ displacement (6.22) Note that the work done by the friction force itself is less than zero because the angle between the friction force vector and the corresponding displacement vector is 180ο‚° in Fig. 6.3 [also refer to Eqn. (6.1)]. That is, the friction process is absorbing energy as expected. On the other hand, since we are interested in the work done against the friction, the sign of Eqn. (6.22) is modified accordingly. A0 A1 Deformation Region Initial Position Final Position Die Ξ”s dz Ξ± Ξ”s/cos(Ξ±) dz/cos(Ξ±) r Figure 6.3: Friction model for the die-shoulder [1]. To eliminate dz in Eqn. (6.22), the differential change in the area (dA) is considered: 𝑑𝐴 = πœ‹[π‘Ÿ βˆ’ 𝑑𝑧 β‹… π‘‘π‘Žπ‘›(𝛼)]2 ⏟ final βˆ’ πœ‹π‘Ÿ2 ⏟ initial β‰… βˆ’2πœ‹π‘Ÿ β‹… 𝑑𝑧 β‹… π‘‘π‘Žπ‘›(𝛼) (6.23) Hence, 𝑑𝑧 = βˆ’ 𝑑𝐴 2πœ‹π‘Ÿ β‹… π‘‘π‘Žπ‘›(𝛼) (6.24) Note that the thickness of the disc can be expressed in terms of its volume (V): Δ𝑠 = Δ𝑉 𝐴 (6.25) Plugging Eqns. (6.24) and (6.25) into (6.22) yields 𝑑𝑀friction die shoulder β‰œ π‘‘π‘Šfriction die shoulder Δ𝑉 = βˆ’ πœ‡πœŽπ‘“π‘š sin(𝛼) cos(𝛼) 𝑑𝐴 𝐴 (6.26) Similarly, integration of Eqn. (6.26) leads to
  • 6. 6.6 𝑀friction die shoulder = βˆ’ πœ‡ πœŽπ‘“π‘š sin(𝛼) cos(𝛼) ⏟ sin(2𝛼)/2 ∫ 𝑑𝐴 𝐴 𝐴1 𝐴0 = 2πœ‡ πœŽπ‘“π‘š sin(2𝛼) 𝑙𝑛 ( 𝐴0 𝐴1 ) ⏟ πœ€π‘’π‘ž = πœŽπ‘“π‘šπœ€π‘’π‘ž 2πœ‡ sin(2𝛼) (6.27) Consequently, total friction work at the die-shoulder takes the following form: π‘Šfriction die shoulder = 𝑉 𝑀friction die shoulder = π‘‰πœŽπ‘“π‘šπœ€π‘’π‘ž 2πœ‡ sin(2𝛼) (6.28) 2.b Friction Work at Container (Slide 6.15): Next, we shall take a close look at the container friction. The derivation is somewhat similar to the one discussed in the previous section. Consider the friction model in Fig. 6.4. Initial Position Final Position ds Οƒf0 ΞΌΟƒf0 ΞΌΟƒf0 Οƒf0 d0 RAM h 0 h s dz z Figure 6.4: Friction model for the container [1]. The infinitesimal work done against the friction inside the container can be written as π‘‘π‘Šfriction container = ∫ πœ‡πœŽπ‘“0Ο€d0dz β„Ž 𝑧=0 ⏟ friction force ds ⏟ incr. disp. of the ram (6.29) Again, the discussion in Section 2.a (about the sign of the work done) is applicable here as well. Hence, Eqn. (6.29) becomes π‘‘π‘Šfriction container = πœ‡πœŽπ‘“0Ο€d0h ds (6.30) Since the displacement of the ram is, by definition, s = h0 – h; differentiating this term yields ds = –dh. By substituting ds = –dh into Eqn. (6.30) and integrating the resulting expression, we get π‘Šfriction container (β„Ž) = βˆ’πœ‡πœŽπ‘“0Ο€d0 ∫ β„Žπ‘‘β„Ž β„Ž β„Ž0 = 1 2 Ο€d0(πœ‡πœŽπ‘“0) (β„Ž0 2 βˆ’ β„Ž2 ) ⏟ (β„Ž0βˆ’β„Ž)(β„Ž0+β„Ž) (6.31)
  • 7. 6.7 Eqn. (6.31) takes the following form in terms of s: π‘Šfriction container (𝑠) = 1 2 Ο€d0(πœ‡πœŽπ‘“0)(2β„Ž0 βˆ’ 𝑠)𝑠 (6.32) 3. Shearing Work (Slides 6.16-6.17): When the material enters the die-shoulder area, the cylindrical shape quickly morphs into a cone. Similarly, the cone inside the die-shoulder must be transformed back to a cylinder at the die exit. Hence, a shearing work is necessary to carry out these shape transformations. For this purpose, let us consider a (differential) disc element that has entered to the die shoulder as demonstrated in Fig. 6.5. Ξ”s Ξ± Ξ³ r s dA Ο„max0 r0 Ξ”s tan(Ξ³) Ξ³ Ο„max0 Die dr Deformation Region cone center Figure 6.5: Shear model for the inlet [1]. On this disc, we shall take into consideration a differential ring element as illustrated in the figure. As the disc enters the inlet of the die-shoulder, the ring will distort under the action of shear stresses. The work done by the shearing forces can be simply expressed as Ξ”π‘Šshear0 = ∫ Δ𝑠 tan(𝛾) ⏟ radial displacement Ο„max02Ο€r dr ⏟ shearing force π‘Ÿ0 0 (6.33) Since the material is plastically shorn at the inlet, (according to Tresca) the maximum shear stress becomes Ο„max0 = Ο„yield β‰… πœŽπ‘“0/2 (6.34) From the given geometry, we have tan(𝛾) = π‘Ÿ 𝑠 (6.35) Substituting Eqns. (6.34) and (6.35) into (6.33) and integrating the resulting expression lead to Ξ”π‘Šshear0 = 1 3 Ο€πœŽπ‘“0Δ𝑠 π‘Ÿ0 3 𝑠 = 1 3 πœŽπ‘“0Δ𝑠 Ο€π‘Ÿ0 2 ⏟ 𝐴 π‘Ÿ0 𝑠 ⏟ tan(𝛼) = 1 3 πœŽπ‘“0 Δ𝑠 𝐴 tan(𝛼) (6.36)
  • 8. 6.8 Recall that the volume of the disc element is Ξ”V = Δ𝑠 𝐴 (6.37) Hence, Eqn. (6.37) boils down to Ξ”π‘Šshear0 = 1 3 πœŽπ‘“0 Δ𝑉 tan(𝛼) (6.38) Similarly, the specific work at the inlet turns out to be Δ𝑀shear0 β‰œ Ξ”π‘Šshear0 Δ𝑉 = 1 3 πœŽπ‘“0 tan(𝛼) (6.39) It is self-evident that the analysis conducted above can be easily extended to the die exit. The result would be quite identical to Eqn. (6.39) except that the flow stress at the exit is f1 (rather than f0). Consequently, the specific work at the exit becomes Δ𝑀shear1 = 1 3 πœŽπ‘“1 tan(𝛼) (6.40) Adding Eqns. (6.39) and (6.40) gives the combined specific shearing energy: Δ𝑀shear = Δ𝑀shear0 + Δ𝑀shear1 = 2 3 ( πœŽπ‘“0 + πœŽπ‘“1 2 ) ⏟ πœŽπ‘“π‘š tan(𝛼) = 2 3 πœŽπ‘“π‘š tan(𝛼) (6.41) Hence, total shearing energy boils down to π‘Šshear = Δ𝑀shear𝑉 = 2 3 𝑉 πœŽπ‘“π‘š tan(𝛼) (6.42) Total Work and Extrusion Force (Slide 6.18) Total work in forward extrusion as function of s can be obtained by combining Eqns. (6.20), (6.28), (6.32), and (6.42): π‘Štotal(s) = A0𝑠 ⏟ 𝑉 πœŽπ‘“π‘š [ 2 3 tan(𝛼) + (1 + 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž] + 1 2 πœ‹π‘‘0(πœ‡πœŽπ‘“0)(2β„Ž0 βˆ’ 𝑠)𝑠 (6.43) Taking the derivative of Wtotal with respect to s yields the extrusion force: π‘‘π‘Štotal 𝑑𝑠 = Ftotal(s) = A0πœŽπ‘“π‘š [ 2 3 tan(𝛼) + (1 + 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž] ⏟ 𝐹 Μ… + πœ‹π‘‘0(πœ‡πœŽπ‘“0)(β„Ž0 βˆ’ 𝑠) ⏟ 𝐹friction container (𝑠) (6.44) Note that since s = h0 – h, 𝐹friction container = πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.45) In fact, Eqn. (6.45) could be directly obtained with the utilization of Eqn. (6.30). Consequently, we have Ftotal(h) = A0πœŽπ‘“π‘š [ 2 3 tan(𝛼) + (1 + 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž] ⏟ 𝐹 Μ… (constant) + πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 ⏟ 𝐹friction container (β„Ž) (6.46)
  • 9. 6.9 Slide 6.19 Question: Would you give an example on the application of the presented extrusion model? Answer: Let us do the example (Example 1) in this slide. The given data are as follows: ο‚· f0 = 240 [MPa] ο‚· K = 700 [MPa] ο‚· n = 0.24 ο‚·  = 0.06 ο‚·  = 45ο‚° ο‚· d0 = 75 [mm] ο‚· d1 = 45 [mm] ο‚· h0 = 110 [mm] Let us start our calculations by finding the necessary quantities for Eqn. (6.46): πœ€π‘’π‘ž = 𝑙𝑛 ( 𝐴0 𝐴1 ) = 𝑙𝑛 ( 𝑑0 2 𝑑1 2) = 𝑙𝑛 ( 752 452) = 1.0217 𝐴0 = πœ‹π‘‘0 2 4 = πœ‹ 752 4 = 4418 [mm2 ] πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž) 𝑛 = 700(1.0217)0.24 β‰… 704 [MPa] πœŽπ‘“π‘š = πœŽπ‘“0 + πœŽπ‘“1 2 = 240 + 704 2 β‰… 472 [MPa] For h = h0 (the worst case!), we can compute the extrusion force using Eqn. (6.46): Ftotal(h0) = A0πœŽπ‘“π‘š [ 2 3 tan(𝛼) + (1 + 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž] + πœ‹π‘‘0β„Ž0πœ‡πœŽπ‘“0 Ftotal = 4418 β‹… 472 [ 2 3 tan(45π‘œ) + (1 + 2 β‹… 0.06 sin(90π‘œ) ) 1.0217] + πœ‹ β‹… 75 β‹… 110 β‹… 0.06 β‹… 240 Ftotal = 4418 β‹… 472 [ 2 3 tan(45π‘œ) + (1 + 2 β‹… 0.06 sin(90π‘œ) ) 1.0217] ⏟ F Μ… = 3.775 [MN] + πœ‹ β‹… 75 β‹… 110 β‹… 0.06 β‹… 240 ⏟ Ffriction container = 0.373 [MN] Consequently, we have Ftotal = 4.148 [MN] Here are some interesting facts about the extrusion process [5]: 1. There is no limit imposed on the extrusion ratio (A0/A1) because all principal stress components are compressive (see Chapter 5 – the discussion about bulk formability). The strength of the die material often times becomes the limiting factor. ο‚· For hard materials, the extrusion ratio in practice is 20:1 ο‚· For aluminum, it can be as high as 100:1 2. For good efficiency at large reductions, the die angle () must be increased. 3. Good lubrication is needed to improve the efficiency of the extrusion process: ο‚· For cold-extrusion of steel, the lubricant is generally graphite. ο‚· For hot-extrusion of steel, glass based lubricants are utilized.
  • 10. 6.10 Slide 6.20 Question: Would you explain the extrusion force calculations using empirical techniques? Answer: The empirical model given in this slide is presented in Section 4.5.5 of Ref. [6]. However, there are some minor notational changes. We start our computation by calculating the extrusion ratio: 𝑅𝑒 = 𝐴0 𝐴1 (6.47) Next is the equivalent strain: πœ€π‘’π‘ž = ln(𝑅𝑒) (6.48) Then, the mean flow stress needs to be determined. For cold-extrusion, πœŽπ‘“π‘š = 𝐾(πœ€π‘’π‘ž) 𝑛 𝑛 + 1 (6.49) For hot extrusion, it is πœŽπ‘“π‘š = 𝐢(πœ€Μ‡π‘š)π‘š (6.50) where πœ€Μ‡π‘š is the mean strain rate. To calculate this quantity, let us find the material’s velocity in the axial direction (z) inside the deformation zone. By considering volume constancy [e.g. 𝑣(𝑧) β‹… 𝐴(𝑧) = π‘£π‘π‘’π‘›π‘β„Žπ΄0], we have 𝑣(𝑧) = π‘£π‘π‘’π‘›π‘β„Žπ‘‘0 2 [𝑑0 βˆ’ 2𝑧 π‘‘π‘Žπ‘›(𝛼)]2 (6.51) where  is the cone angle and 0 ≀ 𝑧 ≀ 𝑑0βˆ’π‘‘1 2tan(𝛼) . The travel time of the material between the inlet and the exit can be expressed as follows: ∫ 𝑑𝑑 Δ𝑑 0 = ∫ 𝑑𝑧 𝑣(𝑧) 𝑑0βˆ’π‘‘1 2tan(𝛼) 0 = 1 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0 2 ∫ [𝑑0 βˆ’ 2𝑧 β‹… π‘‘π‘Žπ‘›(𝛼)]2 𝑑𝑧 𝑑0βˆ’π‘‘1 2tan(𝛼) 0 (6.52) Hence, evaluating the integral in Eqn. (6.52) yields Δ𝑑 = 𝑑0 3 βˆ’ 𝑑1 3 6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0 2 π‘‘π‘Žπ‘›(𝛼) (6.53) As an alternative approach, one can consider the time to fill up the volume of the deformation zone (i.e. the volume of a truncated cone) when the material is presumed to be flowing at constant rate of 𝑄 = π‘£π‘π‘’π‘›π‘β„Žπ΄0 [m3/s]: Δ𝑑 = 𝑉 𝑄 = 1 3 βˆ™ πœ‹π‘‘0 2 4 ⏞ π΅π‘Žπ‘ π‘’ π‘Žπ‘Ÿπ‘’π‘Ž βˆ™ 𝑑0 2 tan(𝛼) ⏞ π»π‘’π‘–π‘”β„Žπ‘‘ βˆ’ 1 3 βˆ™ πœ‹π‘‘1 2 4 βˆ™ 𝑑1 2 tan(𝛼) ⏞ π‘‰π‘œπ‘™π‘’π‘šπ‘’ π‘œπ‘“ π‘π‘œπ‘›π‘’ πœ‹π‘‘0 2 4 βˆ™ π‘£π‘π‘’π‘›π‘β„Ž = 𝑑0 3 βˆ’ 𝑑1 3 6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0 2 π‘‘π‘Žπ‘›(𝛼) (6.54)
  • 11. 6.11 Consequently, Eqn. (4-33) of Ref. [6] is obtained: πœ€Μ‡π‘š β‰… Ξ”πœ€π‘’π‘ž Δ𝑑 = πœ€π‘’π‘ž βˆ’ 0 Δ𝑑 = 6 π‘£π‘π‘’π‘›π‘β„Žπ‘‘0 2 π‘‘π‘Žπ‘›(𝛼) 𝑑0 3 βˆ’ 𝑑1 3 πœ€π‘’π‘ž (6.55) Once the mean flow stress is computed, the average extrusion found is found: 𝐹 Μ… = πœŽπ‘“π‘š Qe A0 (6.56) where the strain factor Qe is given as Qe = 0.8 + 1.2πœ€π‘’π‘ž (6.57) Note that Eqn. (6.57) is generally referred to as Johnson’s extrusion strain formula (see Eqn. (18.22) of Ref. [7]). If desired, the container friction force [i.e. Eqn. (6.45)] can be added to Eqn. (6.56) for direct/forward extrusion. Please note that the backward extrusion process resembles the constrained piercing operation (Slide 6.26). Consequently, this condition must be checked by computing the corresponding piercing force. If the piercing force is found to be smaller than its counterpart in Eqn. (6.56), the piercing will essentially take place.
  • 12. 6.12 Slide 6.21 Question: Is there an analytical model to calculate the force in wire/bar drawing? Answer: Yes, indeed. The model elaborated in the previous slides (e.g. Siebel’s forward extrusion model) can be directly adopted for this purpose. The result can be given as follows: Fdraw = A1πœŽπ‘“π‘š [ 2 3 tan(𝛼) + (1 + 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž] (6.58) Note that apart from wire/rod drawing, we can easily extend this basic model to the other extrusion processes as well. Please refer to Slide 6.28 for more information. Question: Would you explain the draw force calculations using empirical techniques? Answer: The empirical model given in this slide is presented in Section 4.7.2 of Ref. [6]. However, there are some minor notational changes. Anyway, consider the wire/rod drawing process in Fig. 6.6. The empirical expression for the axial stress at the exit (z1) is πœŽπ‘§1 = πœŽπ‘“π‘šπœ€π‘’π‘žπœ‘[1 + πœ‡ β‹… cot(𝛼)] (6.59) where πœ€π‘’π‘ž = ln ( 𝐴0 𝐴1 ) = 2 ln ( 𝑑0 𝑑1 ). The deformation factor οͺ in Eqn. (6.59) is defined as πœ‘ = { 0.88 + 0.12 β„Ž 𝐿 , for axisymmetric / round parts 0.8 + 0.2 β„Ž 𝐿 , for plane strain / rectangular parts (6.60) where is β„Ž = 𝑑0+𝑑1 2 is the mean diameter/thickness while 𝐿 = 𝑑0βˆ’π‘‘1 2 sin(𝛼) denotes the length of the draw die. Consequently, the draw force becomes πΉπ‘‘π‘Ÿπ‘Žπ‘€ = 𝐴1πœŽπ‘§1 (6.61) Notice that h/L plays a key role on the performance of the process. If (h/L > 2), the center- burst (Chevroning or Arrowhead) defect as shown in Fig. 6.7 is commonly observed (also see Chapter 5 Q&A – the discussion for Slide 6.10). Die Deformation Region d0 Ξ± d1 Οƒz1 Figure 6.6: Wire/rod drawing process. Figure 6.7: Center-burst defect.
  • 13. 6.13 Slide 6.22 Question: Would you give an example on the application of the presented empirical model on wire drawing process? Answer: Consider the problem (Example 2) in this slide. The given data are as follows: ο‚· K = 1300 [MPa] ο‚· n = 0.3 ο‚·  = 0.04 ο‚·  = 6ο‚° ο‚· d0 = 3 [mm] ο‚· A1 = 5 [mm2] ο‚· v1 = 2 [m/s] First of all, we shall take a look at the analytical model given by Eqn. (6.47). The unknown quantities are calculated as follows: 𝑑1 = √ 4𝐴1 πœ‹ = 2.52 [mm] πœ€π‘’π‘ž = 2 𝑙𝑛 ( 𝑑0 𝑑1 ) = 2 𝑙𝑛 ( 3 2.52 ) = 0.3462 Since f0 is not specified in the problem statement, we shall (reluctantly!) compute the mean flow stress using the expression in Slide 4.17: πœŽπ‘“π‘š = 𝐾(πœ€π‘’π‘ž) 𝑛 𝑛 + 1 = 1300(0.3462)0.3 1.3 = 727 [MPa] Hence, the drawing force becomes Fdraw = 5 β‹… 727 [ 2 3 tan(6Β°) + (1 + 2 β‹… 0.04 sin(12Β°) ) 0.3462] Fdraw β‰… 2000 [N] Similarly, the drawing power can be calculated as Pdraw = Fdrawv1 = 2000 β‹… 2 β‰… 4 [kW] Now, let us employ the empirical model. First, calculate all the unknown quantities: β„Ž = 𝑑0 + 𝑑1 2 = 3 + 2.52 2 = 2.76 [mm] 𝐿 = 𝑑0 βˆ’ 𝑑1 2 sin(𝛼) = 3 βˆ’ 2.52 2 sin(6Β°) = 2.3 [mm] For round part, we have πœ‘ = 0.88 + 0.12 β„Ž 𝐿 = 0.88 + 0.12 2.76 2.3 = 1.024 Consequently, πœŽπ‘§1 = πœŽπ‘“π‘šπœ€π‘’π‘žπœ‘[1 + πœ‡ β‹… cot(𝛼)] πœŽπ‘§1 = 727 β‹… 0.3462 β‹… 1.024[1 + 0.04 β‹… cot(6Β°)] = 356 [MPa]
  • 14. 6.14 The drawing force becomes Fdraw = Οƒz1A1 = 356 β‹… 5 = 1780 [N] Likewise, the power is Pdraw = Fdrawv1 = 1780 β‹… 2 β‰… 3.6 [kW] As can be seen, the analytical results and the empirical ones are in good agreement. Now, a feasibility check is in order. After pointing (see page 265 of Ref. [6] and page 473 of Ref. [7]), the material may fail to deform plastically inside the die due to high friction. Under the action of the capstan pulling the wire, the cold-worked wire might yield and plastically elongate outside of the die (just like a specimen under uniaxial tension). To check this condition, let us compute the yield strength of the cold-worked wire at the exit: π‘Œπ‘†π‘π‘€ β‰… πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž) 𝑛 = 1300(0.3462)0.3 β‰… 946 [MPa] The minimum drawing force, which starts to deform the drawn wire, becomes Fmin = Οƒf1A1 = 946 β‹… 5 = 4.74 [kN] Since Fdraw (1.78 kN) < Fmin (4.74 kN), the wire deforms inside the die before its gets to elongate at the exit. Therefore, the operation is feasible. Here are some limitations of the wire drawing process [6]: 1. To avoid center-burst defect, h/L must be less than 2. (In this example, it is only 1.2.) 2. To reduce the frequent breaking of the wire, the area reduction (per die) must be kept below 30%. 3. Good lubrication is needed to decrease the drawing force.
  • 15. 6.15 Slides 6.23-6.25 Question: Would you elaborate the derivations in these slides? Answer: The backward can impact extrusion model in these slides was again adapted from Ref. [1]. This time, Lange [1] presents a model that comes from the Ph.D. dissertation of Dipper [8]. The analytical model, which makes good use of slab method, is quite easy to understand. Despite its sheer simplicity, the force estimates of the model are in very good agreement with experimental ones especially for thin-walled extrusions. Before we continue, let us briefly discuss the limitation of this model: In backward can extrusion, the relative area reduction is defined as πœ€π΄ β‰œ 𝐴0 βˆ’ 𝐴1 𝐴0 = 1 βˆ’ 1 𝑅𝑒 (6.62) where A0 is the area of the billet; A1 refers to the cross-section of the extruded product; Re denotes the reduction ratio in Eqn. (6.47). Hence, Eqn. (6.62) boils down to πœ€π΄ β‰œ 𝑑𝑒 2 βˆ’ (𝑑𝑒 2 βˆ’ 𝑑𝑖 2 ) 𝑑𝑒 2 = 𝑑𝑖 2 𝑑𝑒 2 (6.63) Dipper’s backward can extrusion model yields accurate results when 0.5 ≀ πœ€π΄ ≀ 0.6. Notice that as πœ€π΄ increases, the wall thickness of the extruded can (~ π‘‘π‘’βˆ’π‘‘π‘– 2 ) decreases. Therefore, as confirmed by experimental studies, the analytical model presented here is mostly applicable to thin-walled cans. As illustrated in Fig. 6.8, the deformation zone is divided into three portions: 1. Zone 1: Material is upset between ram/punch and the die. 2. Zone 2: Material, which is compressed sideways, is plastically flowing in the upwards direction. 3. Zone 3: Material in this zone essentially forms the wall of the can. Since the plastic deformation is presumed to terminate at the interface between Zone 2 and Zone 3, this zone is free from any plastic deformation and does not bear any load/stress. Ram Zone 1 di Die d0 = de Zone 3 Zone 3 Zone 2 Zone 2 b s s z dz r dr Figure 6.8: Nomenclature for the backward can extrusion process.
  • 16. 6.16 The analysis starts with Zone 2 and works its way up to Zone 1. In Zone 2, a differential ring element is considered as illustrated in Figs. 6.8 and 6.9. dz Οƒr2 Οƒr2 Οƒr2 Οƒz2+dΟƒz2 Οƒz2 Οƒr2 Οƒf2/2 ΞΌ1Οƒf2 Οƒf2/2 ΞΌ1Οƒf2 Οƒz2 Οƒz2+dΟƒz2 di/2 de/2 Figure 6.9: Stresses on the differential ring element (Zone 2). The axial force equilibrium for this element can be written as [(πœŽπ‘§2 + dπœŽπ‘§2) βˆ’ πœŽπ‘§2] ⏟ Net axial stress [ πœ‹(𝑑𝑒 2 βˆ’ 𝑑𝑖 2 ) 4 ] ⏟ Area = ΞΌ1πœŽπ‘“2(πœ‹π‘‘π‘’π‘‘π‘§) ⏟ Friction force (Die side) + πœŽπ‘“2 2 ⏞ πœπ‘¦π‘–π‘’π‘™π‘‘ (πœ‹π‘‘π‘–π‘‘π‘§) ⏟ Friction force (Zone 1 boundary) (6.64) where ΞΌ1 refers to the kinematic friction coefficient between the die and the workpiece material. The inner surface of the ring (i.e. the boundary between Zones 1 and 2) is subjected to plastic shearing. Consequently, the shear stress is taken as πœπ‘¦π‘–π‘’π‘™π‘‘ = πœŽπ‘“2 2 . It is critical to note that while estimating Coulomb friction forces, the normal stresses (like πœŽπ‘Ÿ2) are not employed for the sake of simplicity. Just like the assumptions in Slide 6.12, the pressures on the walls of the die/punch are presumed to be on the order of the flow stress of the material at a specific zone. Rearranging Eqn. (6.64) yields dπœŽπ‘§2 πœ‹ (𝑑𝑒 βˆ’ 𝑑𝑖) ⏞ 2𝑠 (𝑑𝑒 + 𝑑𝑖) ⏞ 2(𝑑𝑖+𝑠) 4 = Ο€πœŽπ‘“2dz [ ΞΌ1 (𝑑𝑖 + 2𝑠) ⏞ 𝑑𝑒 + 1 2 𝑑𝑖] (6.65) That is, dπœŽπ‘§2πœ‹ 2𝑠 𝑑𝑖 + 𝑠 2 = Ο€πœŽπ‘“2dz (ΞΌ1𝑑𝑖 + ΞΌ1𝑠 + ΞΌ1𝑠 ⏞ ~ 1 2 𝑠 + 1 2 𝑑𝑖) (6.66) For the sake of simplifying Eqn. (6.66), the term ΞΌ1𝑠 is replaced by 1 2 𝑠. Consequently, we get dπœŽπ‘§2πœ‹ 2𝑠 𝑑𝑖 + 𝑠 2 = 2Ο€πœŽπ‘“2dz ΞΌ1 + 1 2 2 ⏟ β‰œ πœ‡ βˆ™ 𝑑𝑖 + 𝑠 2 ⏟ average radius βˆ™ 2 (6.67) Here, πœ‡ β‰œ 1 2 (ΞΌ1 + 1 2 ) is called the effective coefficient of friction. Finally, Eqn. (6.67) boils down to the following differential equation: dπœŽπ‘§2𝑠 = 2πœ‡πœŽπ‘“2dz (6.68) Integrating Eqn. (6.68) yields
  • 17. 6.17 ∫ dπœŽπ‘§2 = 2πœ‡πœŽπ‘“2 𝑠 ∫ dz (6.69a) ∴ πœŽπ‘§2 = 2πœ‡πœŽπ‘“2 𝑠 𝑧 + C (6.69b) To compute the integration constant C in Eqn. (6.69b), a boundary condition is needed. Recall that Zone 3 is presumed not to carry any axial stress. Therefore, πœŽπ‘§2 = 0 at the boundary between these two neighboring zones (i.e. z = b). Thus, C = βˆ’ 2πœ‡πœŽπ‘“2 𝑠 𝑏 (6.70) Evidently, Eqn. (6.69b) becomes πœŽπ‘§2 = βˆ’ 2πœ‡πœŽπ‘“2 𝑠 (𝑏 βˆ’ 𝑧) (6.71) Note that since the ring element inside Zone 2 is plastically deforming altogether, we can determine the radial stress component (πœŽπ‘Ÿ2) by applying Tresca yield criterion. As shown in Slide 6.23 (see estimated stress distributions at each zone), Dipper assumes that 𝜎1 = πœŽπ‘§2 and 𝜎3 = πœŽπ‘Ÿ2. Hence, 𝜎1 βˆ’ 𝜎3 = πœŽπ‘§2 βˆ’ πœŽπ‘Ÿ2 = πœŽπ‘“2 (6.72a) ∴ πœŽπ‘Ÿ2 = πœŽπ‘§2 βˆ’ πœŽπ‘“2 (6.72b) Using Eqn. (6.71), the mean axial stress6 can be computed: πœŽπ‘§2|𝑧=𝑏 2 ⁄ = πœŽπ‘§2π‘š = βˆ’πœ‡πœŽπ‘“2 𝑏 𝑠 (6.73) Plugging Eqn. (6.73) into (6.72b) yields the mean radial stress in Zone 2: πœŽπ‘Ÿ2|𝑧=𝑏 2 ⁄ ⏟ πœŽπ‘Ÿ2π‘š = πœŽπ‘§2|𝑧=𝑏 2 ⁄ ⏟ πœŽπ‘§2π‘š βˆ’ πœŽπ‘“2 (6.74a) ∴ πœŽπ‘Ÿ2π‘š = βˆ’πœŽπ‘“2 (1 + πœ‡ 𝑏 𝑠 ) (6.74b) Now, we can proceed to Zone 1. To this end, a differential ring element in Fig. 6.8 is considered. Fig. 6.10 shows the stresses acting on this element. The radial force equilibrium for the differential ring takes the following form: [(πœŽπ‘Ÿ1 + dπœŽπ‘Ÿ1) βˆ’ πœŽπ‘Ÿ1] ⏟ Net radial stress 2πœ‹π‘Ÿπ‘ ⏟ Area = 2ΞΌ1πœŽπ‘“1(2πœ‹π‘Ÿπ‘‘π‘Ÿ) ⏟ Total friction force (6.75) Simplifying this equation leads to dπœŽπ‘Ÿ1 = 2ΞΌ1πœŽπ‘“1 𝑏 π‘‘π‘Ÿ (6.76) By integrating Eqn. (6.76), we have 6 Since z2 changes linearly, the mean value (z2m) resides in the middle of its domain (z = b/2).
  • 18. 6.18 πœŽπ‘Ÿ1 = 2ΞΌ1πœŽπ‘“1 𝑏 π‘Ÿ + 𝐢 (6.77) To determine the integration constant C in Eqn. (6.77), we shall consider the interface between the adjacent zones. Οƒ r1 +dΟƒ r1 Οƒz1 Οƒr1 ΞΌ1Οƒf1 r Οƒz1 ΞΌ1Οƒf1 Οƒz1 ΞΌ1Οƒf1 Οƒz1 ΞΌ1Οƒf1 Οƒ r1 +dΟƒ r1 b dr Οƒr1 Figure 6.10: Stresses on the differential ring element (Zone 1). For that purpose, the transposition of the average radial stresses from Zone 2 to Zone 1 is assumed. That is, πœŽπ‘Ÿ1|π‘Ÿ=𝑑𝑖 2 ⁄ = 2ΞΌ1πœŽπ‘“1 𝑏 β‹… 𝑑𝑖 2 + 𝐢 = πœŽπ‘Ÿ2π‘š (6.78a) ∴ 𝐢 = πœŽπ‘Ÿ2π‘š βˆ’ ΞΌ1πœŽπ‘“1 𝑑𝑖 𝑏 (6.78b) Evidently, πœŽπ‘Ÿ1 = 2ΞΌ1πœŽπ‘“1 𝑏 (π‘Ÿ βˆ’ 𝑑𝑖 2 ) + πœŽπ‘Ÿ2π‘š (6.79) The axial stress component (i.e. the pressure on the ram/punch) can be determined by applying Tresca yield criterion to the ring element. With the assumption 𝜎1 = πœŽπ‘Ÿ1 and 𝜎3 = πœŽπ‘§1, we obtain 𝜎1 βˆ’ 𝜎3 = πœŽπ‘Ÿ1 βˆ’ πœŽπ‘§1 = πœŽπ‘“1 (6.80a) ∴ πœŽπ‘§1 = πœŽπ‘Ÿ1 βˆ’ πœŽπ‘“1 (6.80b) Now, let us compute the average stresses for Zone 1. Using Eqn. (6.79), the mean radial stress can be easily computed: πœŽπ‘Ÿ1π‘š = 4 πœ‹π‘‘π‘– 2 ⏟ 1/Area ∫ πœŽπ‘Ÿ1(π‘Ÿ) 2πœ‹π‘Ÿ π‘‘π‘Ÿ 𝑑𝑖/2 0 (6.81a) πœŽπ‘Ÿ1π‘š = 2ΞΌ1πœŽπ‘“1 𝑏 ∫ (π‘Ÿ βˆ’ 𝑑𝑖 2 ) 2πœ‹π‘Ÿπ‘‘π‘Ÿ 𝑑𝑖/2 0 βˆ’πœŽπ‘“2 (1 + πœ‡ 𝑏 𝑠 ) ⏟ πœŽπ‘Ÿ2π‘š (6.81b) Consequently, Eqn. (6.81b) becomes πœŽπ‘Ÿ1π‘š = βˆ’ 1 3 ΞΌ1πœŽπ‘“1 𝑑𝑖 𝑏 βˆ’ πœŽπ‘“2 (1 + πœ‡ 𝑏 𝑠 ) (6.82)
  • 19. 6.19 Similarly, plugging Eqn. (6.82) into (6.80b) yields the average axial stress (i.e. the average pressure on the ram): πœŽπ‘§1π‘š = πœŽπ‘Ÿ1π‘š βˆ’ πœŽπ‘“1 (6.83a) ∴ πœŽπ‘§1π‘š β‰œ βˆ’π‘π‘π‘’π‘›π‘β„Ž = βˆ’πœŽπ‘“1 (1 + 1 3 ΞΌ1 𝑑𝑖 𝑏 ) βˆ’ πœŽπ‘“2 (1 + πœ‡ 𝑏 𝑠 ) (6.83b) Finally, the extrusion force becomes πΉπ‘π‘’π‘›π‘β„Ž = π‘π‘π‘’π‘›π‘β„Žπ΄π‘π‘’π‘›π‘β„Ž = βˆ’ πœŽπ‘§1π‘š ( πœ‹π‘‘π‘– 2 4 ) (6.84) Note that the flow stresses in Eqn. (6.83b) are defined as πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž1) 𝑛 (6.85a) πœŽπ‘“2 = 𝐾(πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™) 𝑛 (6.85b) where the equivalent strains can be expressed as follows: πœ€π‘’π‘ž1 = 𝑙𝑛 ( β„Žπ‘œ 𝑏 ) (6.86a) πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™ = πœ€π‘’π‘ž1 + πœ€π‘’π‘ž1 𝑑𝑖 8𝑠 ⏟ πœ€π‘’π‘ž2 = 𝑙𝑛 ( β„Žπ‘œ 𝑏 ) (1 + 𝑑𝑖 8𝑠 ) (6.86b) Here, h0 refers to the initial thickness of the billet. Slides 6.26 Question: Would you elaborate the empirical piercing model in this slide? Answer: This slide was actually adapted from Ref. [6]. There is a very nice explanation about piercing process in Section 4.4.3 (Open-die Forging). Please refer to pages 236- 237.
  • 20. 6.20 Slide 6.27 Question: Would you give an example on the application of the presented model on backward can extrusion process? Answer: Consider the problem (Example 3) in this slide. The given data are as follows: ο‚· K = 700 [MPa] ο‚· n = 0.24 ο‚· 1 = 0.06 ο‚· h0 = 35 [mm] ο‚· d0 = de = 70 [mm] ο‚· di = 58 [mm] ο‚· b = 5 [mm] ο‚· s = (de –di)/2 = 6 [mm] First of all, we shall take a look at the analytical model given by Eqn. (6.83b). The unknown quantities are calculated as follows: πœ€π‘’π‘ž1 = 𝑙𝑛 ( β„Ž0 𝑏 ) = 𝑙𝑛 ( 35 5 ) = 1.95 πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™ = 𝑙𝑛 ( β„Žπ‘œ 𝑏 ) (1 + 𝑑𝑖 8𝑠 ) = 1.95 (1 + 58 8 β‹… 6 ) = 4.31 With the strains at hand, we can calculate the corresponding flow stresses: πœŽπ‘“1 = 𝐾(πœ€π‘’π‘ž1) 𝑛 = 700(1.95)0.24 β‰… 821 [MPa] πœŽπ‘“2 = 𝐾(πœ€π‘’π‘ž,π‘‘π‘œπ‘‘π‘Žπ‘™) 𝑛 = 700(4.31)0.24 β‰… 994 [MPa] Similarly, the effective coefficient of friction becomes πœ‡ = 1 2 (ΞΌ1 + 1 2 ) = 0.06 + 0.5 2 = 0.28 The mean axial stress on the punch [Eqn. (6.83b)] can be expressed as πœŽπ‘§1π‘š = βˆ’821 (1 + 1 3 0.06 58 5 ) βˆ’ 994 (1 + 0.28 5 6 ) ∴ ppunch = βˆ’Οƒz1m β‰… 2237 [MPa] The punch force is 𝐹punch = 𝑝punch𝐴punch = 2237 ( πœ‹ 582 4 ) = 5.910 [MN] Let us check the validity of the result: πœ€π΄ = 𝑑𝑖 2 𝑑𝑒 2 = 582 702 = 0.68 Since 0.5 ≀ πœ€π΄ ≀ 0.6, the result we have just obtained (0.68) is a little bit out of the range. To cross-check our result, we can employ empirical techniques in Slide 6.20. Let us compute all the required quantities: 𝐴0 = πœ‹ 702 4 = 3848 [mm2 ]
  • 21. 6.21 𝐴1 = πœ‹(702 βˆ’ 582 ) 4 = 1206 [mm2 ] Extrusion ratio: 𝑅𝑒 = 𝐴0 𝐴1 = 3.19 Equivalent strain: πœ€π‘’π‘ž = ln(𝑅𝑒) = 1.16 Mean flow stress: πœŽπ‘“π‘š = 𝐾(πœ€π‘’π‘ž) 𝑛 𝑛 + 1 = 700(1.16)0.24 1.24 = 585 [MPa] Strain factor: Qe = 0.8 + 1.2πœ€π‘’π‘ž = 0.8 + 1.2 β‹… 1.16 = 2.19 Consequently, the average punch force is estimated as 𝐹 Μ… = πœŽπ‘“π‘š Qe A0 = 585 β‹… 2.19 β‹… 3848 = 4.934 [MN] This punch force, which does not constitute any container friction, is actually in good agreement with the one we have found earlier. As the final step, let us also compute the constrained piercing force (see Slide 6.26): 𝐹piercing = (3 … 5)πœŽπ‘“π‘š (A0 βˆ’ 𝐴1) ⏟ 𝐴punch = 5 β‹… 585(3848 βˆ’ 1206) = 7.727 [MN] Note that in constrained piercing, the pressure factor starts with 3 (see equation above). As the piercing tool (i.e. indenter) descends, this coefficient quickly reaches up to 5 due to strain-hardening. Therefore, we have chosen to use the highest factor of 5 in our computation. Anyway, since 𝐹 Μ… < πΉπ‘π‘–π‘’π‘Ÿπ‘π‘–π‘›π‘”, inhomogeneous deformation (i.e. piercing) never takes place.
  • 22. 6.22 Slide 6.28-6.34 Question: Would you explain Table 1 in Slide 6.28? Answer: This table, which was adapted from Lange [1] (see Tab. 5.2 on page 250), tabulates the force components in extrusion/drawing processes. Most results given in this table are obtained through the Siebel’s extrusion model that we have elaborated in the previous pages. We shall show the transposed version of this table to enhance the readability of this document. Table 6.1: Calculation of force components for extrusion and drawing processes. Process: Direct/forward extrusion of rods Direct/forward extrusion of tubes Wire/rod- & bar drawing Ironing & tube drawing over fixed mandrel Fideal πœŽπ‘“π‘šπœ€π‘’π‘žA0 πœŽπ‘“π‘šπœ€π‘’π‘žA0 πœŽπ‘“π‘šπœ€π‘’π‘žA1 πœŽπ‘“π‘šπœ€π‘’π‘žA1 Fshear 2 3 tan(𝛼) πœŽπ‘“π‘šA0 1 2 tan(𝛼) πœŽπ‘“π‘šA0 2 3 tan(𝛼) πœŽπ‘“π‘šA1 1 2 tan(𝛼) πœŽπ‘“π‘šA1 Ffriction (Container) πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 Ffriction (Die-shoulder) 2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA0 sin(2𝛼) 2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA0 sin(2𝛼) 2πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA1 sin(2𝛼) 2πœ‡π‘†πœŽπ‘“π‘šπœ€π‘’π‘žA1 sin(2𝛼) Ffriction (Mandrel-die) πœ‡πœŽπ‘“π‘šπœ€π‘’π‘žA1 tan(𝛼) Β± πœ‡π‘€πœŽπ‘“π‘šπœ€π‘’π‘žA1 tan(𝛼) Ffriction (Mandrel-exit) πœ‹π‘‘2β„Žπ‘Ÿπœ‡π‘Μ…π‘Ÿ Let us explain each process presented on a column of this table and discuss the exceptions that go with them: Column 1 This column refers to the direct/forward extrusion model in Eqn. (6.46). There are a few exceptions to consider: i) If reducing type extrusion (sometimes referred to as open-die extrusion) is performed as shown in Slide 6.29, the friction force for the container must be omitted [i.e. Ffriction (Container) = 0] owing to the fact that there is no container here! The following slide (Slide 6.30) is not actually related to the comments for this table. It reminds us that in backward extrusion process (as illustrated in this slide), there is no container friction due to the fact that the material inside the container is not moving at all. That is, there is no relative motion between the workpiece and the die. Since the friction develops as a resistance to motion, the workpiece material (under huge pressures) does not experience any frictional force whatsoever. ii) The rod extrusion in practice is generally performed with a die angle (2) of 180ο‚°. In that case, Eqn. (6.46) obviously breaks down and yields infinite extrusion force! In this situation, a dead-zone at an angle () of 45ο‚° (i.e. the direction where maximum shear stress occurs) develops, the material is then plastically shorn along those boundaries as illustrated in Slide 6.31. Hence, the shear stress becomes
  • 23. 6.23 𝜏 = πœπ‘¦π‘–π‘’π‘™π‘‘ = 1 2 πœŽπ‘“π‘š = πœ‡β€² πœŽπ‘“π‘š (6.88) Consequently, the model is modified for this special case by defining an artificial die angle () of 45ο‚° and the effective friction coefficient (πœ‡β€² ) of 1 2 . Eqn. (6.46) then takes the following form: Ftotalβ€²(h) = A0πœŽπ‘“π‘š [ 2 3 tan(𝛼′) + (1 + 2πœ‡β€² sin(2𝛼′) ) πœ€π‘’π‘ž] + πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.89) With 𝛼′ = 45Β° and πœ‡β€² = 1 2 , it boils down to Ftotalβ€²(h) = A0πœŽπ‘“π‘š ( 2 3 + 2 πœ€π‘’π‘ž) + πœ‹π‘‘0β„Žπœ‡πœŽπ‘“0 (6.90) Notice that since a dead-zone is formed inside the container, the height of the material in the container must be modified accordingly. That is, the range of h in Eqn. (6.90) becomes 0 ≀ β„Ž ≀ β„Ž0 β€² where β„Ž0 β€² β‰œ β„Ž0 βˆ’ 𝑑0βˆ’π‘‘1 2 tan(𝛼′) . It is critical to note that apart from 2𝛼 = 180Β°, the dead-zone might also emerge when 0Β° < 2𝛼 < 180Β°. If the extrusion force computed by Eqn. (6.46) is less than that of Eqn. (6.90), the material will favor to slide on the surface of the die-shoulder. Otherwise, it is expected to be plastically shorn at an angle of 45ο‚°. Under the presumption that the friction forces at the container are somewhat negligible, this artificial angle can be simply calculated as 𝛼′ = { 𝛼, 𝑓(𝛼) < 0 πœ‹/4, 𝑓(𝛼) β‰₯ 0 (6.91) where the function describing the sliding condition in Eqn. (6.91) is 𝑓(𝛼) = tan(𝛼) βˆ’ 1 βˆ’ 3 2 (1 βˆ’ 2πœ‡ sin(2𝛼) ) πœ€π‘’π‘ž (6.92) The pictorial description of Eqn. (6.91) is given in Fig. 6.11. Here, the constants π›Όβˆ’ and 𝛼+ are essentially the roots of the nonlinear function 𝑓(𝛼) = 0. The MATLAB function (dzone.m) listed in Table 6.2 numerically solves the above-mentioned equation and returns these roots. It is important to note that the shallow dies (except for the dies with 2𝛼 = 180Β°) are very rare in practice. The question that might be raised at this point is whether there exists an optimum die angle that will minimize the extrusion force. To this end, let us take the derivative of Eqn. (6.46) with respect to  and set it to zero. Since the container friction is not a function of , the resulting expression becomes 𝑑 𝑑𝛼 [ 2 3 tan(𝛼) + 2πœ‡πœ€π‘’π‘ž sin(2𝛼) ] = 0 (6.93a)
  • 24. 6.24 ∴ cos(2𝛼) sin2(𝛼) = 2 3πœ‡πœ€π‘’π‘ž (6.93b) Solving Eqn. (6.93b) for the optimum die angle * leads to π›Όβˆ— = tanβˆ’1 (√ 3πœ‡πœ€π‘’π‘ž 3πœ‡πœ€π‘’π‘ž + 2 ) (6.94) When a simulation7 with the parameters given in Tables 2 and 3 of Slide 6.28 is performed, one can discover that the optimum angle ranges in between 11ο‚° and 37ο‚° while the average value is 28ο‚°. Note that in all of these cases, π›Όβˆ’ < π›Όβˆ— < 𝛼+ . Thus, the dead-zone formation is effectively avoided. Ο€/2 Ο€/4 Ο€/4 Ξ±+ Ξ±- Ξ±- Ξ±+ Ξ± Ξ±Β΄ f(Ξ±)<0 f(Ξ±)>0 Figure 6.11: Artificial die angle. Column 2 This column refers to the direct/forward extrusion of tubes with a moving mandrel (its diameter is dm = d2) as shown in Slide 6.33. The process is quite similar to the forward extrusion of rods except that the friction forces acting on the mandrel should be taken into consideration: ο‚· Inside the container, the relative speed of the material with respect to the mandrel is zero. Therefore, there is no friction at this portion of the mandrel. 7 This simulation is frequently referred to as Monte-Carlo simulation. Here, the variables (, ο₯eq) are assigned randomly within their prescribed range. The output (*) is then computed and stored for a large number of trials (like 106). Consequently, the statistical attributes of the outcome (e.g. maximum & minimum values, average, variance, probability distribution, etc.) are reported at the end of a typical simulation.
  • 25. 6.25 ο‚· In the die shoulder, the friction force on the mandrel is as specified in Table 6.1 (see the 5th row). Interested students are encouraged to refer to Lange [1] that includes a derivation of this result. ο‚· Slide 6.33 elaborates the computation of the friction force acting on the mandrel at the die exit (see the 6th row). The frictional shear stress (i.e. πœ‡π‘Μ…π‘Ÿ) is presumed to be in the range of 10 to 12 [MPa]. The rest of the components are as expected. However, the shear force decreases (e.g. the corresponding multiplier changes from 2/3 to Β½) owing to the fact that mandrel occupies some portion of the die center. Thus, the effective area of the shorn material (at the inlet and exit) is essentially reduced. Table 6.2: MATLAB program to compute the artificial die angle. mu = .125*rand; epsilon = .5 + 6.5*rand; as = atan(sqrt(3*mu*epsilon/(3*mu*epsilon+2))); disp(['Optimum Die Angle: ' num2str(rad2deg(as)) ' [deg]']) [a2,a1] = dzone(mu,epsilon); disp(['Upper Limit of Die Angle: ' num2str(rad2deg(a2)) ' [deg]']) disp(['Lower Limit of Die Angle: ' num2str(rad2deg(a1)) ' [deg]']) alpha = linspace(0,pi/2,100)'; cond = tan(alpha)-1-1.5*(1-2*mu./sin(2*alpha))*epsilon; alpha_p = alpha.*(cond<0) + .25*pi*(cond>=0); plot(rad2deg(alpha),rad2deg(alpha_p)); grid on xlabel('alpha [circ]'); ylabel('alphaprime [circ]') function [alpha2,alpha1] = dzone(mu,epsilon) fcn = @(x) tan(x)-1-1.5*(1-2*mu/sin(2*x))*epsilon; alpha1 = fsolve(fcn,.1,optimoptions('fsolve','Display','off')); alpha2 = fsolve(fcn,pi/4,optimoptions('fsolve','Display','off')); end Column 3 The expressions in this column give the force components for rod/bar drawing. An application of this model was presented earlier through an example in Slide 6.22. Column 4 The model presented in this column essentially neglects the changes in the inner diameter of the drawn tube. As shown in Slide 6.32, when the inner diameter of the tube commences to change, a bending moment (i.e. the energy required to bend the tube) must be taken into consideration. The given model obviously lacks that component.
  • 26. 6.26 The last comment is about ironing process. As shown in Slide 6.34, the frictional force acting directly on the punch reduces the force transmitted to the base. In ironing, the base force (i.e. Fp – Ff) is, by definition, the component drawing the material out. Therefore, this friction force needs to be subtracted from the total punch force. The minus (–) sign in the fifth row does serve for this purpose. On the other hand, in tube drawing with fixed mandrel, the mandrel friction force adds on to the draw force. Hence, (+) sign is employed for this case. Here, the friction coefficient πœ‡π‘€ denotes the friction coefficient between the workpiece and the mandrel/punch while πœ‡π‘† refers to the one between the die and the workpiece. References [1] Lange, K., Lehrbuch der Umformtechnik, Band 1, 2, 3, Springer-Verlag, Berlin, 1975. [2] Lange, K., Handbook of Metal Forming, SME Publications, Michigan, 1994. [3] Siebel, E., Die Formgebung im bildsamen Zustand, DΓΌsseldorf:Verlag Stahleisen, 1932. [4] Siebel, E., β€œUntersuchungen ΓΌber bildsame FormΓ€nderung unter besonderer BerΓΌcksichtigung des Schmiedens,” Maschinenbau/Betrieb 9, 307-312, 1923. [5] Tlusty, G., Manufacturing Processes and Equipment, Prentice Hall, NJ, 2000. [6] Schey, J. A., Introduction to Manufacturing Processes, 2nd Edition, McGraw Hill, NY, 1987. [7] Groover, M. P., Fundamentals of Modern Manufacturing, 5th Edition, John Wiley, NY, 2013. [8] Dipper, M., Das Fließpressen von HΓΌlsen in Rechnung und Versuch, Dr.-Ing.-Diss., Hochschule fΓΌr Technik Stuttgart, 1949, s. auch Archiv f. d. EisenhΓΌttenwesen 20, 275-286, 1949.