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Draw the stress-strain graph to the following scales: Stress 10 mm = 25 MPa; Strain 20 mm = 200 x 10⁻⁴. Determine the modulus of elasticity.

Physics

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Answer

208.33 GPa\text{208.33 GPa}

Step-by-step solution

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Here are the solutions to Question 7.2:

Given data from the test on a steel specimen:

Stress (σ\sigma, MPa)Strain ×10−4\times 10^{-4}
100470
150710
200950
2501100
3001340

Assumption for Strain Units:
Based on typical values for Young's Modulus of steel (around 200 GPa) and the previous question (7.1), it is highly probable that the "Strain ×10−4\times 10^{-4}" in the table header is a typo and should be "Strain ×10−6\times 10^{-6}". We will proceed with this assumption to obtain a realistic modulus of elasticity for steel.
Therefore, the actual strain values are:

Stress (σ\sigma, MPa)Strain (ϵ\epsilon)
100470×10−6=0.000470470 \times 10^{-6} = 0.000470
150710×10−6=0.000710710 \times 10^{-6} = 0.000710
200950×10−6=0.000950950 \times 10^{-6} = 0.000950
2501100×10−6=0.0011001100 \times 10^{-6} = 0.001100
3001340×10−6=0.0013401340 \times 10^{-6} = 0.001340

7.2.1 Draw the stress-strain graph to the following scales:

  • Stress: 10 mm=25 MPa10 \text{ mm} = 25 \text{ MPa}
  • Strain: 20 mm=200×10−420 \text{ mm} = 200 \times 10^{-4} (Using the corrected assumption, this becomes 20 mm=200×10−620 \text{ mm} = 200 \times 10^{-6})
  1. Set up the graph axes and scales.

    • Y-axis (Stress): Label the vertical axis "Stress (σ\sigma, MPa)".
      • Scale: 10 mm10 \text{ mm} represents 25 MPa25 \text{ MPa}.
      • This means 1 mm1 \text{ mm} represents 2.5 MPa2.5 \text{ MPa}.
      • Mark points at 0,25,50,75,100,…,300 MPa0, 25, 50, 75, 100, \dots, 300 \text{ MPa}.
    • X-axis (Strain): Label the horizontal axis "Strain (ϵ\epsilon)".
      • Scale: 20 mm20 \text{ mm} represents 200×10−6200 \times 10^{-6} (or 0.0002).
      • This means 1 mm1 \text{ mm} represents 10×10−610 \times 10^{-6} (or 0.00001) strain.
      • Mark points at 0,200×10−6,400×10−6,…,1400×10−60, 200 \times 10^{-6}, 400 \times 10^{-6}, \dots, 1400 \times 10^{-6}.
  2. Plot the data points.

    Plot the following points on your graph:

    • $(0.000470, 100)$
    • $(0.000710, 150)$
    • $(0.000950, 200)$
    • $(0.001100, 250)$
    • $(0.001340, 300)$
  3. Draw the best-fit line.

    Draw a straight line through the initial linear portion of the plotted points. For steel, the stress-strain curve is typically linear up to the yield point.

    7.2.2 Determine the modulus of elasticity.

  4. Calculate Young's modulus (EE) from the linear portion of the data.

    Young's modulus is the slope of the stress-strain curve in the elastic region. We will use the first two data points, which typically represent the initial linear elastic behavior.

    E=ΔσΔϵE = \frac{\Delta \sigma}{\Delta \epsilon}

    Using the first two points:
    σ1=100 MPa=100×106 Pa\sigma_1 = 100 \text{ MPa} = 100 \times 10^6 \text{ Pa}
    ϵ1=470×10−6\epsilon_1 = 470 \times 10^{-6}
    σ2=150 MPa=150×106 Pa\sigma_2 = 150 \text{ MPa} = 150 \times 10^6 \text{ Pa}
    ϵ2=710×10−6\epsilon_2 = 710 \times 10^{-6}

    E=(150−100)×106 Pa(710−470)×10−6E = \frac{(150 - 100) \times 10^6 \text{ Pa}}{(710 - 470) \times 10^{-6}} E=50×106 Pa240×10−6E = \frac{50 \times 10^6 \text{ Pa}}{240 \times 10^{-6}} E=50240×1012 PaE = \frac{50}{240} \times 10^{12} \text{ Pa} E≈0.208333×1012 PaE \approx 0.208333 \times 10^{12} \text{ Pa} E≈208.33×109 PaE \approx 208.33 \times 10^9 \text{ Pa} E≈208.33 GPaE \approx 208.33 \text{ GPa}

    The modulus of elasticity is 208.33 GPa\text{208.33 GPa}.

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