22-Mec-B9 Advanced Engineering Structures · May 2016
Question 3 of 8: Coffin–Manson fit and Miner cumulative damage
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. National Exams, May 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.
T. H. G. Megson, Aircraft Structures for Engineering Students, 6th ed. — open and closed thin-walled sections, shear flow, shear centre, structural idealisation, multi-cell torsion (Ch. 16, 17, 18, 20, 21, 23).
A. C. Ugural and S. K. Fenster, Advanced Strength and Applied Elasticity, 5th ed. — yield criteria, torsion of thin-walled members, unsymmetrical bending (Ch. 2, 4, 6).
A. P. Boresi and R. J. Schmidt, Advanced Mechanics of Materials, 6th ed. — torsion of multiply connected cells, columns and stability (Ch. 6, 12).
N. E. Dowling, Mechanical Behavior of Materials, 4th ed. — linear elastic fracture mechanics, the Paris law, strain-life fatigue and Miner’s rule (Ch. 8, 11, 14).
R. C. Hibbeler, Mechanics of Materials, 10th ed. — Euler buckling of pin-ended struts and combined loading (Ch. 8, 13).
Axes and sign convention used throughout. A right-handed set is used for every thin-walled question: the span axis runs along the member, $Y$ is vertical (upward) in the cross-section and $Z$ is horizontal (to the right). Section constants are written $I_{ZZ}=\int Z^{2}\,dA$, $I_{YY}=\int Y^{2}\,dA$ and $I_{YZ}=\int ZY\,dA$ about the centroid, and the bending stress is carried as the linear field $\sigma = aZ + bY$, whose coefficients follow from the pair
with $M_{Y}\equiv\int\sigma Z\,dA$ and $M_{Z}\equiv\int\sigma Y\,dA$. This one pair replaces the Megson fraction and handles symmetric and unsymmetrical sections alike. Shear flows are counted positive in the direction of the walk stated with each figure; a negative answer simply means the flow runs the other way round the circuit. Moments and torques are anticlockwise-positive in the $Z$–$Y$ plane.
Question 3: Coffin–Manson fit and Miner cumulative damage (20 marks)
Given. Four strain-controlled fatigue results and a two-block service history to be assessed against them.
Given data — Question 3
Plastic strain range $\Delta\varepsilon$
Cycles to failure $N$
0.0380
230
0.0221
910
0.0150
2 300
0.0080
12 500
Service: $\Delta\varepsilon = 0.019$ for 350 cycles, then $\Delta\varepsilon = 0.011$ to failure
Find. (a) the constants $C$ and $\alpha$ of the Coffin–Manson law $\Delta\varepsilon = CN^{\alpha}$ that best fit the four points, and (b) the total life under the two-block history using Miner’s rule.
Linearise the law. Taking base-ten logarithms of $\Delta\varepsilon = CN^{\alpha}$ turns it into a straight line,
$$\log_{10}\Delta\varepsilon = \log_{10}C + \alpha\log_{10}N$$
so a least-squares fit in log–log coordinates gives the exponent as the slope and the coefficient as the intercept. This is the only fit that treats the four decades of life evenly; fitting the raw numbers would let the 12 500-cycle point dominate.
Form the regression sums. With $X = \log_{10}N$ and $Y = \log_{10}\Delta\varepsilon$ over the four points,
$$\begin{aligned} n &= 4, \\ \sum X &= 12.77941, \\ \sum Y &= -6.99664, \\ \sum XY &= -22.97551, \\ \sum X^{2} &= 42.41957 \end{aligned}$$
Solve for the slope and intercept. The standard least-squares formulae give
$$\alpha = \frac{n\sum XY - \sum X\sum Y}{n\sum X^{2}-\left(\sum X\right)^{2}} = \boxed{-0.3911}$$
$$\log_{10}C = \bar{Y}-\alpha\bar{X} = -1.74916 - (-0.3911)(3.19485) = -0.49978 \;\Rightarrow\; C = \boxed{0.3164}$$
so the fitted law is $\Delta\varepsilon = 0.3164\,N^{-0.3911}$.
Check the quality of the fit. Substituting the four test lives back gives predicted strain ranges of 0.03773, 0.02203, 0.01533 and 0.00791, within 2.3 per cent of every measurement, and the coefficient of determination is $R^{2} = 0.9995$. An exponent near $-0.4$ and a coefficient of order 0.3 are also the textbook range for a ductile aerospace alloy, so nothing here looks like a transcription error.
Figure 3.1 — the four test points and the fitted Coffin–Manson line, with the two service strain ranges marked on it.
Part (b) uses the fitted law twice, once for each block of the service history.
Invert the law to get the allowable life at each strain range. Rearranging $\Delta\varepsilon = CN^{\alpha}$ gives $N = \left(\Delta\varepsilon/C\right)^{1/\alpha}$, so
$$N_{1} = \left(\frac{0.019}{0.3164}\right)^{1/(-0.3911)} = \boxed{1329\ \text{cycles}}$$
$$N_{2} = \left(\frac{0.011}{0.3164}\right)^{1/(-0.3911)} = \boxed{5376\ \text{cycles}}$$
Halving the strain range multiplies the life by about six, which is what an exponent of $-0.39$ implies.
Accumulate damage on Miner’s rule. Miner adds the cycle ratios and calls failure when they reach unity:
$$\frac{n_{1}}{N_{1}} + \frac{n_{2}}{N_{2}} = 1 \;\Rightarrow\; \frac{350}{1329} + \frac{n_{2}}{5376} = 1$$
The first block therefore consumes $350/1329 = 0.2634$, or just over a quarter of the total damage capacity, in only 350 cycles.
Solve for the length of the second block. Rearranging,
$$n_{2} = \left(1-0.2634\right)\times 5376 = \boxed{3960\ \text{cycles}}$$
Add the two blocks for the total life.
$$N_{\text{total}} = n_{1} + n_{2} = 350 + 3960 = \boxed{4310\ \text{cycles}}$$
This sits between the two single-block lives, much closer to the milder one, because only a quarter of the damage was spent on the severe block. Had the whole life been run at $\Delta\varepsilon = 0.011$ it would have reached 5376 cycles, so the 350 severe cycles cost about 1070 mild ones — a penalty of roughly three to one per cycle.