EBK MANUFACTURING PROCESSES FOR ENGINEE
EBK MANUFACTURING PROCESSES FOR ENGINEE
6th Edition
ISBN: 9780134425115
Author: Schmid
Publisher: YUZU
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Chapter 6, Problem 6.80P

(a)

To determine

The force vs. reduction in height curve in open die forging of cylinder for v=0.1m/s speed of hydraulic press.

(a)

Expert Solution
Check Mark

Explanation of Solution

Given:

The initial thickness of the specimen is ho=10mm .

The initial diameter of the specimen is do=25mm .

The friction coefficient is μ=0.2 .

The velocity of the hydraulic press is v=0.1m/s

Formula used:

The expression for the flow stress is given as,

  σf=Kεn ....... (1)

Here, σf is the flow stress, K is the strength coefficient, ε is the true strain, n is the strain hardening coefficient.

The expression for the true strain is given as,

  ε=(vh0)

Here, hf is the final thickness.

The expression for the final radius by equating the volume is given as,

  rf2=ro2hohf

The expression for the forging force is given as,

  F=paπrf2

Here, pa is the average pressure.

The expression for the average pressure is given as,

  pa=σf(1+2μrf3hf)

The expression for final height for 10% reduction in height in given as,

  ( h o h f h o )×100%=10%hf=0.9ho

The expression for final height for 20% reduction in height in given as,

  ( h o h f h o )×100%=20%hf=0.8ho

The expression for final height for 30% reduction in height in given as,

  ( h o h f h o )×100%=30%hf=0.7ho

The expression for final height for 40% reduction in height in given as,

  ( h o h f h o )×100%=40%hf=0.6ho

The expression for final height for 50% reduction in height in given as,

  ( h o h f h o )×100%=50%hf=0.5ho

Calculation:

For 10% reduction,

The final height can be calculated as,

  hf=0.9hohf=0.9×10mmhf=9mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm9mmrf=13.17mm

The true strain can be calculated as,

  ε=(v h 0 )ε=0.10.01ε=10

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(10)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=489.85MPa×(1+ 2×0.2×13.17mm 3×9mm)pa=559.59MPa

The forging force can be calculated as,

  F=paπrf2F=559.59MPa×3.14×(13.17mm)2F=304771.45N( 1MN 10 6 N)F=0.304MN

For 20% reduction,

The final height can be calculated as,

  hf=0.8hohf=0.8×10mmhf=8mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm8mmrf=13.97mm

The true strain can be calculated as,

  ε=(v h 0 )ε=0.10.01ε=10

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(10)0.015σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=489.85MPa×(1+ 2×0.2×13.97mm 3×8mm)pa=603.903MPa

The forging force can be calculated as,

  F=paπrf2F=603.903MPa×3.14×(13.97mm)2F=370075.16N( 1MN 10 6 N)F=0.37MN

For 30% reduction,

The final height can be calculated as,

  hf=0.7hohf=0.7×10mmhf=7mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm7mmrf=14.94mm

The true strain can be calculated as,

  ε=(v h 0 )ε=0.10.01ε=10

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(10)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=489.85MPa×(1+ 2×0.2×14.94mm 3×7mm)pa=629.24MPa

The forging force can be calculated as,

  F=paπrf2F=629.24MPa×3.14×(14.97mm)2F=442786.75N( 1MN 10 6 N)F=0.44MN

For 40% reduction,

The final height can be calculated as,

  hf=0.6hohf=0.6×10mmhf=6mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm6mmrf=16.13mm

The true strain can be calculated as,

  ε=(v h 0 )ε=0.10.01ε=10

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(10)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=489.85MPa×(1+ 2×0.2×16.13mm 3×6mm)pa=665.43MPa

The forging force can be calculated as,

  F=paπrf2F=665.43MPa×3.14×(16.13mm)2F=543629.95N( 1MN 10 6 N)F=0.53MN

For 50% reduction,

The final height can be calculated as,

  hf=0.5hohf=0.5×10mmhf=5mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm5mmrf=17.67mm

The true strain can be calculated as,

  ε=(v h 0 )ε=0.10.01ε=10

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(10)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=489.85MPa×(1+ 2×0.2×17.67mm 3×5mm)pa=720.66MPa

The forging force can be calculated as,

  F=paπrf2F=720.66MPa×3.14×(17.67mm)2F=706541.33N( 1MN 10 6 N)F=0.7MN

For v=0.1m/s

    Reduction (in % )Forging force (in MN )
    100.30
    200.37
    300.44
    400.53
    500.7

The plot between forging force and reduction in height is shown in figure (1) below,

  EBK MANUFACTURING PROCESSES FOR ENGINEE, Chapter 6, Problem 6.80P , additional homework tip  1

  Figure (1)

(b)

To determine

The force vs. reduction in height curve in open die forging of cylinder for v=1m/s speed of hydraulic press.

(b)

Expert Solution
Check Mark

Explanation of Solution

Given:

The initial thickness of the specimen is ho=10mm .

The initial diameter of the specimen is do=25mm .

The friction coefficient is μ=0.2 .

The velocity of the hydraulic press is v=1m/s

Formula used:

The expression for the flow stress is given as,

  σf=Kεn ....... (1)

Here, σf is the flow stress, K is the strength coefficient, ε is the true strain, n is the strain hardening coefficient.

The expression for the true strain is given as,

  ε=(vh0)

Here, hf is the final thickness.

The expression for the final radius by equating the volume is given as,

  rf2=ro2hohf

The expression for the forging force is given as,

  F=paπrf2

Here, pa is the average pressure.

The expression for the average pressure is given as,

  pa=σf(1+2μrf3hf)

The expression for final height for 10% reduction in height in given as,

  ( h o h f h o )×100%=10%hf=0.9ho

The expression for final height for 20% reduction in height in given as,

  ( h o h f h o )×100%=20%hf=0.8ho

The expression for final height for 30% reduction in height in given as,

  ( h o h f h o )×100%=30%hf=0.7ho

The expression for final height for 40% reduction in height in given as,

  ( h o h f h o )×100%=40%hf=0.6ho

The expression for final height for 50% reduction in height in given as,

  ( h o h f h o )×100%=50%hf=0.5ho

Calculation:

For 10% reduction,

The final height can be calculated as,

  hf=0.9hohf=0.9×10mmhf=9mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm9mmrf=13.17mm

The true strain can be calculated as,

  ε=(v h 0 )ε=10.01ε=100

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(100)0.146σf=685.59MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=685.59MPa×(1+ 2×0.2×13.17mm 3×9mm)pa=819.35MPa

The forging force can be calculated as,

  F=paπrf2F=819.35MPa×3.14×(13.17mm)2F=446245.60N( 1MN 10 6 N)F=0.44MN

For 20% reduction,

The final height can be calculated as,

  hf=0.8hohf=0.8×10mmhf=8mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm8mmrf=13.97mm

The true strain can be calculated as,

  ε=(v h 0 )ε=10.01ε=100

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(100)0.146σf=685.59MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=685.59MPa×(1+ 2×0.2×13.97mm 3×8mm)pa=845.21MPa

The forging force can be calculated as,

  F=paπrf2F=845.21MPa×3.14×(13.97mm)2F=517954.13N( 1MN 10 6 N)F=0.51MN

For 30% reduction,

The final height can be calculated as,

  hf=0.7hohf=0.7×10mmhf=7mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm7mmrf=14.94mm

The true strain can be calculated as,

  ε=(v h 0 )ε=10.01ε=100

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(100)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=685.59MPa×(1+ 2×0.2×14.94mm 3×7mm)pa=880.68MPa

The forging force can be calculated as,

  F=paπrf2F=880.68MPa×3.14×(14.97mm)2F=619720.6694N( 1MN 10 6 N)F=0.61MN

For 40% reduction,

The final height can be calculated as,

  hf=0.6hohf=0.6×10mmhf=6mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm6mmrf=16.13mm

The true strain can be calculated as,

  ε=(v h 0 )ε=10.01ε=100

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(100)0.146σf=489.85MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=685.59MPa×(1+ 2×0.2×16.13mm 3×6mm)pa=931.33MPa

The forging force can be calculated as,

  F=paπrf2F=931.33MPa×3.14×(16.13mm)2F=760859.97N( 1MN 10 6 N)F=0.76MN

For 50% reduction,

The final height can be calculated as,

  hf=0.5hohf=0.5×10mmhf=5mm

The final radius can be calculated as,

  rf2=ro2hohfrf2= ( 12.5mm )2×10mm5mmrf=17.67mm

The true strain can be calculated as,

  ε=(v h 0 )ε=10.01ε=100

The flow stress can be calculated as,

  σf=Kεnσf=350MPa×(100)0.146σf=685.59MPa

Refer to table 2.2 “Typical values of strength coefficient K and strength hardening exponent n ” for annealed Ti-6Al-4V is,

  K=350MPan=0.146

The average pressure can be calculated as,

  pa=σf(1+ 2μ r f 3 h f )pa=685.59MPa×(1+ 2×0.2×17.67mm 3×5mm)pa=1008.64MPa

The forging force can be calculated as,

  F=paπrf2F=1008.64MPa×3.14×(17.67mm)2F=988869.39N( 1MN 10 6 N)F=0.98MN

For v=1m/s

    Reduction (in % )Forging force (in MN )
    100.44
    200.51
    300.61
    400.76
    500.98

The plot between forging force and reduction in height is shown in figure (2) below,

  EBK MANUFACTURING PROCESSES FOR ENGINEE, Chapter 6, Problem 6.80P , additional homework tip  2

  Figure (2)

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Chapter 6 Solutions

EBK MANUFACTURING PROCESSES FOR ENGINEE

Ch. 6 - Prob. 6.11QCh. 6 - Prob. 6.12QCh. 6 - Prob. 6.13QCh. 6 - Prob. 6.14QCh. 6 - Prob. 6.15QCh. 6 - Prob. 6.16QCh. 6 - Prob. 6.17QCh. 6 - Prob. 6.18QCh. 6 - Prob. 6.19QCh. 6 - Prob. 6.20QCh. 6 - Prob. 6.21QCh. 6 - Prob. 6.22QCh. 6 - Prob. 6.23QCh. 6 - Prob. 6.24QCh. 6 - Prob. 6.25QCh. 6 - Prob. 6.26QCh. 6 - Prob. 6.27QCh. 6 - Prob. 6.28QCh. 6 - Prob. 6.29QCh. 6 - Prob. 6.30QCh. 6 - Prob. 6.31QCh. 6 - Prob. 6.32QCh. 6 - Prob. 6.33QCh. 6 - Prob. 6.34QCh. 6 - Prob. 6.35QCh. 6 - Prob. 6.36QCh. 6 - Prob. 6.37QCh. 6 - Prob. 6.38QCh. 6 - Prob. 6.39QCh. 6 - Prob. 6.40QCh. 6 - Prob. 6.41QCh. 6 - Prob. 6.42QCh. 6 - Prob. 6.43QCh. 6 - Prob. 6.44QCh. 6 - Prob. 6.45QCh. 6 - Prob. 6.46QCh. 6 - Prob. 6.47QCh. 6 - Prob. 6.48QCh. 6 - Prob. 6.49QCh. 6 - Prob. 6.50QCh. 6 - Prob. 6.51QCh. 6 - Prob. 6.52QCh. 6 - Prob. 6.53QCh. 6 - Prob. 6.54QCh. 6 - Prob. 6.55QCh. 6 - Prob. 6.56QCh. 6 - Prob. 6.57QCh. 6 - Prob. 6.58QCh. 6 - Prob. 6.59QCh. 6 - Prob. 6.60QCh. 6 - Prob. 6.61QCh. 6 - Prob. 6.62QCh. 6 - Prob. 6.63QCh. 6 - Prob. 6.64QCh. 6 - Prob. 6.65QCh. 6 - Prob. 6.66QCh. 6 - Prob. 6.67QCh. 6 - Prob. 6.68QCh. 6 - Prob. 6.69QCh. 6 - Prob. 6.70QCh. 6 - Prob. 6.71QCh. 6 - Prob. 6.72QCh. 6 - Prob. 6.73PCh. 6 - Prob. 6.74PCh. 6 - Prob. 6.75PCh. 6 - Prob. 6.76PCh. 6 - Prob. 6.77PCh. 6 - Prob. 6.78PCh. 6 - Prob. 6.79PCh. 6 - Prob. 6.80PCh. 6 - Prob. 6.81PCh. 6 - Prob. 6.82PCh. 6 - Prob. 6.83PCh. 6 - Prob. 6.84PCh. 6 - Prob. 6.85PCh. 6 - Prob. 6.86PCh. 6 - Prob. 6.87PCh. 6 - Prob. 6.88PCh. 6 - Prob. 6.89PCh. 6 - Prob. 6.90PCh. 6 - Prob. 6.91PCh. 6 - Prob. 6.92PCh. 6 - Prob. 6.93PCh. 6 - Prob. 6.94PCh. 6 - Prob. 6.95PCh. 6 - Prob. 6.96PCh. 6 - Prob. 6.97PCh. 6 - Prob. 6.98PCh. 6 - Prob. 6.99PCh. 6 - Prob. 6.100PCh. 6 - Prob. 6.101PCh. 6 - Prob. 6.102PCh. 6 - Prob. 6.103PCh. 6 - Prob. 6.104PCh. 6 - Prob. 6.105PCh. 6 - Prob. 6.106PCh. 6 - Prob. 6.107PCh. 6 - Prob. 6.108PCh. 6 - Prob. 6.109PCh. 6 - Prob. 6.110PCh. 6 - Prob. 6.111PCh. 6 - Prob. 6.112PCh. 6 - Prob. 6.113PCh. 6 - Prob. 6.114PCh. 6 - Prob. 6.115PCh. 6 - Prob. 6.116PCh. 6 - Prob. 6.117PCh. 6 - Prob. 6.118PCh. 6 - Prob. 6.119PCh. 6 - Prob. 6.120PCh. 6 - Prob. 6.121PCh. 6 - Prob. 6.122PCh. 6 - Prob. 6.123PCh. 6 - Prob. 6.124PCh. 6 - Prob. 6.125PCh. 6 - Prob. 6.126PCh. 6 - Prob. 6.127PCh. 6 - Prob. 6.128PCh. 6 - Prob. 6.129PCh. 6 - Prob. 6.130PCh. 6 - Prob. 6.131PCh. 6 - Prob. 6.132PCh. 6 - Prob. 6.133PCh. 6 - Prob. 6.134PCh. 6 - Prob. 6.135PCh. 6 - Prob. 6.136PCh. 6 - Prob. 6.137PCh. 6 - Prob. 6.138PCh. 6 - Prob. 6.139PCh. 6 - Prob. 6.140PCh. 6 - Prob. 6.142DCh. 6 - Prob. 6.143DCh. 6 - Prob. 6.144DCh. 6 - Prob. 6.145DCh. 6 - Prob. 6.146DCh. 6 - Prob. 6.147DCh. 6 - Prob. 6.149D
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