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22-Mec-B9 Advanced Engineering Structures · December 2016

Question 3 of 8: Coffin–Manson fit and cumulative damage

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format. National Exams, December 2016 — 07-Mec-B9 Advanced Engineering Structures. Three hours, open book, any non-communicating calculator permitted. Eight questions of equal total value (20 marks each); the rubric states that any five constitute a complete paper. All eight are solved here, because the complete set is the study resource.

Reference texts.

Question 3: Coffin–Manson fit and cumulative damage (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Four strain-controlled fatigue tests, and a two-block service history to be assessed against them:

Given data — strain cycling tests and service blocks
Plastic strain range $\Delta\varepsilon$Cycles to failure $N$
0.0370260
0.0211970
0.01402 800
0.008012 000
Service: 200 cycles at $\Delta\varepsilon = 0.017$, then the balance of life at $\Delta\varepsilon = 0.010$

Find. The best-fit constants $C$ and $\alpha$ of the Coffin–Manson law, and the total number of cycles the component survives under the two-block history.

103 104 10-2 cycles to failure N (log scale) Δεp (log scale) Δε = 0.3337 N-0.3985
Figure 3.1 — the four test points and the least-squares Coffin–Manson line on log–log axes. The fit is essentially exact over one and a half decades of life.

Approach. Take logarithms to turn the power law into a straight line, fit it by least squares, then convert each service strain range into an allowable life and sum the damage fractions to unity.

  1. Linearise the power law. Taking natural logarithms of $\Delta\varepsilon = CN^{\alpha}$ gives$$\ln(\Delta\varepsilon) = \ln C + \alpha \ln N,$$a straight line of slope $\alpha$ and intercept $\ln C$ on log–log axes. The four data pairs become $(\ln N,\ \ln \Delta\varepsilon) = (5.561,\,-3.297)$, $(6.877,\,-3.858)$, $(7.937,\,-4.269)$ and $(9.393,\,-4.828)$.
  2. Fit by least squares (part a). Applying the standard normal equations to those four points,$$\alpha = \frac{n\sum xy - \sum x \sum y}{n\sum x^{2} - (\sum x)^{2}} = -0.3985, \qquad \ln C = \bar{y} - \alpha\bar{x} = -1.0975,$$so $C = e^{-1.0975} = 0.3337$ and the fitted law is$$\boxed{\Delta\varepsilon = 0.3337\,N^{-0.3985}} .$$The fit is excellent — the coefficient of determination is $R^{2} = 0.9988$ — and the exponent is of the order expected for a plastic-strain (Coffin–Manson) law — a little shallower than the −0.5 to −0.7 usually quoted for metals, but far steeper than the −0.05 to −0.12 of the elastic (Basquin) term — which is a useful sanity check that the data are plastic-strain controlled rather than elastic.
  3. Convert each service block to an allowable life. Inverting the fitted law, $N = (\Delta\varepsilon/C)^{1/\alpha}$. For the first block,$$N_1 = \left(\frac{0.017}{0.3337}\right)^{1/(-0.3985)} = 1\,756\ \text{cycles},$$and for the second,$$N_2 = \left(\frac{0.010}{0.3337}\right)^{1/(-0.3985)} = 6\,650\ \text{cycles}.$$Both interpolate inside the tested range, so no extrapolation is involved.
  4. Apply Miner’s rule (part b). Failure occurs when the accumulated damage reaches unity:$$\frac{n_1}{N_1} + \frac{n_2}{N_2} = 1 \;\Longrightarrow\; \frac{200}{1756} + \frac{n_2}{6650} = 1 .$$The first block consumes $0.1139$, or 11.4 % of the life, leaving $0.8861$ for the second. Hence$$n_2 = 6650(0.8861) = 5\,892\ \text{cycles},$$and the total life is$$\boxed{N_{\text{total}} = 200 + 5\,892 = 6\,092\ \text{cycles}} .$$It is worth seeing how disproportionate the first block is: 200 cycles at the higher strain — only 3 % of the total count — eat 11 % of the available life, because life varies as roughly the 2.5th power of the inverse strain range.
Final results — Question 3
QuantityValue
Fatigue ductility exponent $\alpha$−0.3985
Coefficient $C$0.3337
Quality of fit $R^{2}$0.9988
$N_1$ at $\Delta\varepsilon = 0.017$1 756 cycles
$N_2$ at $\Delta\varepsilon = 0.010$6 650 cycles
Damage used by the first block0.1139
Cycles survived in the second block5 892
Total life6 092 cycles