Materials Science And Engineering Properties
Materials Science And Engineering Properties
1st Edition
ISBN: 9781111988609
Author: Charles Gilmore
Publisher: Cengage Learning
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Chapter 6, Problem 6.5P
To determine

Compare the true and engineering strain energy density, the strain energy absorbed in natural rubber and energy stored in steel specimen.

Expert Solution & Answer
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Answer to Problem 6.5P

The true and engineering strain energy density is 1.6 times the engineering strain density for natural rubber and the strain energy absorbed in natural rubber and energy stored in steel specimen have a huge difference because rubber can strain more and can store more energy inside it due to application of force on it.

Explanation of Solution

Given:

Engineering strain is 6.0 .

Write the expression for engineering secant elastic moduli of natural rubber.

  Esec(ε)=σε .......... (1)

Here, Esec are the engineering secant elastic moduli, σ is the engineering stress of natural rubber and ε is the engineering strain.

Write the expression for true secant elastic moduli of natural rubber.

  Esec(εt)=σtεt .......... (2)

Here, Esec are the true secant elastic moduli, σt is the true stress of natural rubber and εt is the true strain.

Write the expression for engineering strain energy absorbed in natural rubber.

  SE=σ22Esec(ε) .......... (3)

Here, SE is the engineering strain energy absorbed by natural rubber.

Write the expression for true strain energy absorbed in natural rubber.

  (SE)t=σt22Esec(εt) .......... (4)

Here, (SE)t is the true strain energy absorbed by natural rubber.

Refer to Example 6.2, the engineering stress for natural rubber is 60×106Pa .

Substitute 60×106Pa for σ and 6.0 for ε in equation (1).

  Esec(6.0)=60× 106 Pa6.0=10×106Pa( 1MPa 10 6 Pa)=10MPa

Refer to Example 6.2, the true stress for natural rubber is 293×106 Pa and true strain for natural rubber is 1.95 .

Substitute 293×106Pa for σt and 1.95 for εt in equation (1).

  Esec(1.95)=293× 106 Pa1.95=150×106Pa( 1MPa 10 6 Pa)=150MPa

Substitute 60×106Pa for σ and 10 MPa for Esec(ε) in equation (3).

  SE= ( 60× 10 6 )22( 10MPa)( 1 0 6  Pa 1MPa )=3600× 10 1220× 106=180×106J/m3

Substitute 293×106Pa for σt and 150 MPa for Esec(εt) in equation (4).

  (SE)t= ( 293× 10 6 )22( 150MPa)( 1 0 6  Pa 1MPa )=85849× 10 12300× 106=286×106J/m3

The true strain energy absorbed by natural rubber is 1.6 times the engineering strain energy absorbed by natural rubber. The variation in values indicates the difference in measurement through theoretical and practical approach.

Refer to example 6.5, the value of strain energy for steel specimen is 0.245×106J/m3 . The strain energy of rubber is greater than the strain energy for natural rubber because rubber can strain more than the steel specimen under the application of load.

Thus, the true and engineering strain energy density is 1.6 times the engineering strain density for natural rubber and the strain energy absorbed in natural rubber and energy stored in steel specimen have a huge difference because rubber can strain more and can store more energy inside it due to application of force on it.

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Chapter 6 Solutions

Materials Science And Engineering Properties

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