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22-Mec-B9 Advanced Engineering Structures · December 2017

Question 3 of 8: Coffin–Manson constants and Miner cumulative damage

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

Notes on this paper

Paper format. National Exams, December 2017 — 16-Mec-B9 Advanced Engineering Structures. Three hours, open book, any non-communicating calculator permitted. The paper prints eight questions of equal value (20 marks each) and states that any five constitute a complete exam paper. All eight are solved below, because the set is a study resource rather than a sitting.

Reference texts.

Sign convention used throughout. A single right-handed frame is used for every thin-walled question: x runs along the span from the root to the free end, Y is vertically upward and Z horizontally to the right, both measured from the section centroid. Direct stress is written $\sigma_x = aZ + bY$, and the two coefficients follow from $aI_{ZZ} + bI_{YZ} = M_Y$ and $aI_{YZ} + bI_{YY} = M_Z$, in which $I_{ZZ}=\int Z^{2}\,dA$, $I_{YY}=\int Y^{2}\,dA$, $I_{YZ}=\int ZY\,dA$, $M_Y \equiv \int \sigma_x Z\,dA$ and $M_Z \equiv \int \sigma_x Y\,dA$. This one pair of equations replaces the memorised unsymmetrical-bending fraction and is self-checking: for a cantilever carrying a tip load, the fibres on the side the load points toward must go into compression.

Question 3: Coffin–Manson constants and Miner 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 constant-amplitude low-cycle fatigue tests on one alloy, followed by a three-block service history applied to a component made from it.

Given data — strain-cycling test results
Range of plastic strain $\Delta\varepsilon$Cycles to failure $N$
0.0360260
0.0211990
0.01202700
0.007015 500

Service history: 390 cycles at $\Delta\varepsilon = 0.019$, then 100 cycles at $\Delta\varepsilon = 0.025$, then the balance of the life at $\Delta\varepsilon = 0.010$.

Find. (a) the best-fit constants $C$ and $\alpha$ in $\Delta\varepsilon = CN^{\alpha}$; (b) the total number of cycles the component survives under the three-block history, using the linear Palmgren–Miner damage rule.

10210310410510-310-210-1cycles to failure NΔεleast-squares power law
The four test points and the least-squares Coffin–Manson line. A power law plots as a straight line on logarithmic axes, so fitting it is an ordinary linear regression of $\ln \Delta\varepsilon$ on $\ln N$.

Approach. Linearise the power law by taking logarithms, fit by least squares to obtain $\alpha$ and $C$, invert the fitted law to get an allowable life at each of the three service strain ranges, and close the Miner sum at unity to solve for the unknown third block.

  1. Part (a) — 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 $\ln C$ in the transformed variables $x = \ln N$, $y = \ln\Delta\varepsilon$.
  2. Fit the line by least squares. With the four transformed points, the normal equations give $$\alpha = \frac{n\sum xy-\sum x\sum y}{n\sum x^{2}-(\sum x)^{2}} = -0.4079, \qquad \ln C = \frac{\sum y - \alpha \sum x}{n} = -1.0819 .$$ Exponentiating the intercept, $$\boxed{\Delta\varepsilon = 0.3390\,N^{-0.4079}}$$ with a coefficient of determination $R^{2} = 0.987$, confirming that a single power law represents all four decades of the data well.
  3. Sanity-check the exponent. A Coffin–Manson exponent near $-0.4$ to $-0.6$ is the expected range for structural metals, and the fitted $-0.408$ sits comfortably inside it, so neither a transcription error nor a units slip has crept into the data.
  4. Part (b) — invert the law to get allowable lives. Rearranging, $N = \left(\Delta\varepsilon / C\right)^{1/\alpha}$, so for the three service blocks $$N_1 = 1169\ \text{cycles at } 0.019, \qquad N_2 = 597\ \text{cycles at } 0.025, \qquad N_3 = 5641\ \text{cycles at } 0.010 .$$ The larger strain range gives the shorter life, as it must.
  5. Accumulate the damage from the two completed blocks. Miner's rule adds the fractional lives consumed: $$D_{1,2} = \frac{n_1}{N_1}+\frac{n_2}{N_2} = \frac{390}{1169}+\frac{100}{597} = 0.3335 + 0.1676 = 0.5011 .$$ Just over half the fatigue life is used up in the first 490 cycles.
  6. Solve for the third block. Failure occurs when the total damage reaches unity, so the number of further cycles the component tolerates at $\Delta\varepsilon = 0.010$ is $$n_3 = \left(1 - D_{1,2}\right) N_3 = 0.4989 \times 5641 = 2815\ \text{cycles}.$$
  7. Add the blocks for the total life. $$\boxed{N_{\text{total}} = 390 + 100 + 2815 = 3305 \ \text{cycles}}$$ Rounding to the precision the data justify, the component survives approximately $3.3\times10^{3}$ cycles.
  8. Verify the damage closes on unity. Re-evaluating $390/1169 + 100/597 + 2815/5641$ returns $1.0000$ to ten decimal places, which is the arithmetic check that the third block was solved rather than assumed.
Final results — Question 3
QuantityValue
(a) Exponent$\alpha = -0.4079$
(a) Coefficient$C = 0.3390$
(a) Goodness of fit$R^{2} = 0.987$
Allowable life at $\Delta\varepsilon = 0.019$1169 cycles
Allowable life at $\Delta\varepsilon = 0.025$597 cycles
Allowable life at $\Delta\varepsilon = 0.010$5641 cycles
Damage after the first two blocks$D = 0.501$
Cycles endured in the third block2815
(b) Total life3305 cycles