EBK MANUFACTURING PROCESSES FOR ENGINEE
EBK MANUFACTURING PROCESSES FOR ENGINEE
6th Edition
ISBN: 9780134425115
Author: Schmid
Publisher: YUZU
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Chapter 2, Problem 2.95P

(a)

To determine

Engineering stress and engineering strain.

(a)

Expert Solution
Check Mark

Answer to Problem 2.95P

The value of engineering stress is 233.86 MPa.

Hence the value of engineering strain is 0.96.

Explanation of Solution

Given data:

  Tensile force applied at the end of solid bar, F=9kN,Initial diamter of solid bar, di=7mm,Final diameter of solid bar, do=5mm.

The engineering stress and engineering strain.

A tensile load is applied to a solid bar. The bar deforms uniformly and the volume remains constant.

Calculating the initial area of the solid bar,

  Ai=π4D2Ai=π4(7)2Ai=38.484mm2

Calculating the final area of the solid bar,

  Ao=π4do2Ao=π4(5)2Ao=19.635mm2

  Volume remains constant,V=AiLi=AoLoAoLo=AiLiLoLi=AiAoLoLi1=AiAo1LoLiLi=AiAoAoΔLLi=di2do2do2..........(1)

Writing the formula for engineering stress,

  Engineering stress, σ=Applied ForceOriginal Areaσ=9×100038.484×106σ=233.86MPa

  The value of engineering stress is 233.86 MPa.

Writing the formula for engineering strain,

  Engineering strain, ε=Change in lengthOriginal lengthε=ΔLLiFrom equation (1),ΔLLi=di2do2do2ε=ΔLLi=di2do2do2ε=725252ε=0.96

Hence the value of engineering strain is 0.96.

(b)

To determine

True stress and true strain

(b)

Expert Solution
Check Mark

Answer to Problem 2.95P

  The value of true stress is 458 MPa.

The value of true strain is 0.673.

Explanation of Solution

Writing the formula for true stress,

  True stress, σt=σ(1+engineeringstrain)σt=σ(1+ε)σt=233.86(1+0.6)σt=374.176MPa.

  The value of true stress is 458 MPa.

Writing the formula for true strain,

  True strain, εt=ln(1+engineeringstrain)εt=ln(1+ε)εt=ln(1+0.96)εt=0.673

Hence, the value of true strain is 0.673.

(c)

To determine

The engineering stress and engineering strain when the true stress is 345 MPa.

(c)

Expert Solution
Check Mark

Answer to Problem 2.95P

The value of engineering stress is 220.8MPa

The value of engineering strain is 0.5625.

Explanation of Solution

Now if the given condition is −

  True stress, σt=345MPa,Final diamter, do=5.6mm

The final area can be given as,

  Ao=π4do2Ao=π4(5.6)2Ao=24.63mm2

From the true stress formula,

  σt=σ(1+ε)σt=σ(AiAo)σt=σ(di2Ao2)345=σ(725.62)σ=220.8MPa.

Hence the value of engineering stress is 220.8MPa

From equation (1),

  ΔLLi=di2do2do2And engineering strain is also given as,ε=ΔLLi=di2do2do2ε=di2do2do2ε=725.625.62ε=0.5625

Hence the value of engineering strain is 0.5625.

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Chapter 2 Solutions

EBK MANUFACTURING PROCESSES FOR ENGINEE

Ch. 2 - Prob. 2.11QCh. 2 - Prob. 2.12QCh. 2 - Prob. 2.13QCh. 2 - Prob. 2.14QCh. 2 - Prob. 2.15QCh. 2 - Prob. 2.16QCh. 2 - Prob. 2.17QCh. 2 - Prob. 2.18QCh. 2 - Prob. 2.19QCh. 2 - Prob. 2.20QCh. 2 - Prob. 2.21QCh. 2 - Prob. 2.22QCh. 2 - Prob. 2.23QCh. 2 - Prob. 2.24QCh. 2 - Prob. 2.25QCh. 2 - Prob. 2.26QCh. 2 - Prob. 2.27QCh. 2 - Prob. 2.28QCh. 2 - Prob. 2.29QCh. 2 - Prob. 2.30QCh. 2 - Prob. 2.31QCh. 2 - Prob. 2.32QCh. 2 - Prob. 2.33QCh. 2 - Prob. 2.34QCh. 2 - Prob. 2.35QCh. 2 - Prob. 2.36QCh. 2 - Prob. 2.37QCh. 2 - Prob. 2.38QCh. 2 - Prob. 2.39QCh. 2 - Prob. 2.40QCh. 2 - Prob. 2.41QCh. 2 - Prob. 2.42QCh. 2 - Prob. 2.43QCh. 2 - Prob. 2.44QCh. 2 - Prob. 2.45QCh. 2 - Prob. 2.46QCh. 2 - Prob. 2.47QCh. 2 - Prob. 2.48QCh. 2 - Prob. 2.49PCh. 2 - Prob. 2.50PCh. 2 - Prob. 2.51PCh. 2 - Prob. 2.52PCh. 2 - Prob. 2.53PCh. 2 - Prob. 2.54PCh. 2 - Prob. 2.55PCh. 2 - Prob. 2.56PCh. 2 - Prob. 2.57PCh. 2 - Prob. 2.58PCh. 2 - Prob. 2.59PCh. 2 - Prob. 2.60PCh. 2 - Prob. 2.61PCh. 2 - Prob. 2.62PCh. 2 - Prob. 2.63PCh. 2 - Prob. 2.64PCh. 2 - Prob. 2.65PCh. 2 - Prob. 2.66PCh. 2 - Prob. 2.67PCh. 2 - Prob. 2.68PCh. 2 - Prob. 2.69PCh. 2 - Prob. 2.70PCh. 2 - Prob. 2.71PCh. 2 - Prob. 2.72PCh. 2 - Prob. 2.73PCh. 2 - Prob. 2.74PCh. 2 - Prob. 2.75PCh. 2 - Prob. 2.76PCh. 2 - Prob. 2.78PCh. 2 - Prob. 2.79PCh. 2 - Prob. 2.80PCh. 2 - Prob. 2.81PCh. 2 - Prob. 2.82PCh. 2 - Prob. 2.83PCh. 2 - Prob. 2.84PCh. 2 - Prob. 2.85PCh. 2 - Prob. 2.86PCh. 2 - Prob. 2.87PCh. 2 - Prob. 2.88PCh. 2 - Prob. 2.89PCh. 2 - Prob. 2.90PCh. 2 - Prob. 2.91PCh. 2 - Prob. 2.92PCh. 2 - Prob. 2.93PCh. 2 - Prob. 2.94PCh. 2 - Prob. 2.95PCh. 2 - Prob. 2.96PCh. 2 - Prob. 2.97PCh. 2 - Prob. 2.98PCh. 2 - Prob. 2.99PCh. 2 - Prob. 2.100PCh. 2 - Prob. 2.101P
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