Give complete answer with answers of all subpartscome hh nd 8m Bd ee em eri Een oct 3 nds li nn 28 Te rc al pay ms sa, ¥ rs is ¥ pti {8 in ors eis omy ots may garb ren iy
Question:
Give complete answer with answers of all subpartscome hh nd 8m
Bd ee em eri
Een oct 3 nds li nn 28 Te rc al
pay
ms
sa, ¥
rs is ¥
pti
{8 in ors eis
omy ots may
garb ren
iy
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Asked by: manish kumar
Created at: 2026-01-10 14:11:32
Asked by: manish kumar
Created at: 2026-01-10 14:11:32
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Let's solve **all subparts (a-d)** step by step using the given data:
- **Initial diameter, \( d_ = 6. \) mm**
- **Final diameter, \( d_f = 5. \) mm**
- **Die semi-angle, \( \alpha = 15^\circ \)**
- **Coefficient of friction, \( \mu = .086 \)**
- **Strength coefficient, \( K = 520 \) MPa**
- **Strain hardening exponent, \( n = .20 \)**
- **Room temperature process**
---
## (a) **Area Reduction**
Area reduction (\( r \)) is given by:
\[
r = \frac{A_ - A_f}{A_}
\]
where \( A_ \) and \( A_f \) are the initial and final cross-sectional areas.
\[
A_ = \frac{\pi}{4} d_^2 = \frac{\pi}{4} (6.)^2 = 28.274 \text{ mm}^2
\]
\[
A_f = \frac{\pi}{4} d_f^2 = \frac{\pi}{4} (5.)^2 = 19.635 \text{ mm}^2
\]
\[
r = \frac{28.274 - 19.635}{28.274} = \frac{8.639}{28.274} = .3056 \approx \boxed{30.56\%}
\]
---
## (b) **True Strain in Drawing**
True strain (\( \epsilon \)) in drawing is:
\[
\epsilon = \ln \left(\frac{A_}{A_f}\right)
\]
\[
\epsilon = \ln \left(\frac{28.274}{19.635}\right) = \ln(1.439) = \boxed{.363}
\]
---
## (c) **Drawing Stress**
The average flow stress for strain hardening materials is given by:
\[
\bar{\sigma}_f = \frac{K}{1+n} \epsilon^n
\]
But for drawing, the drawing stress (\( \sigma_d \)) is:
\[
\sigma_d = \bar{\sigma}_f \cdot e^{\left( \frac{\mu}{\tan\alpha} \ln\frac{A_}{A_f} \right)}
\]
First, compute \(\bar{\sigma}_f\):
\[
\bar{\sigma}_f = \frac{K}{1+n} \epsilon^n
\]
\[
\bar{\sigma}_f = \frac{520}{1+.20} \times (.363)^{.2}
\]
\[
= \frac{520}{1.2} \times (.363)^{.2}
\]
\[
= 433.33 \times (.363)^{.2}
\]
Now, \( (.363)^{.2} = e^{.2 \ln .363} = e^{.2 \times (-1.013)} = e^{-.2026} = .8166 \)
\[
\bar{\sigma}_f = 433.33 \times .8166 = 354.04 \text{ MPa}
\]
Now, calculate the exponent for friction:
- \(\mu = .086\)
- \(\tan 15^\circ = .2679\)
So,
\[
\frac{\mu}{\tan\alpha} = \frac{.086}{.2679} = .321
\]
\[
\ln\left(\frac{A_}{A_f}\right) = \ln(1.439) = .363
\]
Exponent:
\[
.321 \times .363 = .116
\]
\[
e^{.116} = 1.123
\]
Now, drawing stress:
\[
\sigma_d = 354.04 \times 1.123 = \boxed{397.8\ \text{MPa}}
\]
---
## (d) **Drawing Force Required**
Drawing force (\( F \)) is:
\[
F = \sigma_d \times A_f
\]
\[
A_f = 19.635\ \text{mm}^2 = 19.635 \times 10^{-6}\ \text{m}^2
\]
\[
F = 397.8\ \text{MPa} \times 19.635\ \text{mm}^2
\]
Since \(1\ \text{MPa} = 1\ \text{N}/\text{mm}^2\):
\[
F = 397.8 \times 19.635 = \boxed{7,813\ \text{N}}
\]
---
## **Summary Table**
| Subpart | Calculation | Answer |
|--------------|-----------------------------------------------------|---------------------|
| (a) Area reduction | \(\frac{A_ - A_f}{A_}\) | 30.56% |
| (b) True strain | \(\ln(A_/A_f)\) | .363 |
| (c) Drawing stress | See above | 397.8 MPa |
| (d) Drawing force | \(\sigma_d \times A_f\) | 7,813 N |
---
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