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21-Mat-A5 Phase Transformations and Thermal Treatment · December 2014

Question 1 of 8: Fatigue-Safety Margin for a Cracked Component; Infinite-Life Flaw-Size Design for a Skeletal Implant

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

Notes on this paper

Paper format. National Exams, December 2014 — 10-Met-A5, Mechanical Behaviour and Fracture of Materials. Three hours, closed book, any non-communicating calculator permitted. Eight questions of 20 marks each; the rubric states that five questions constitute a complete paper and that only the first five appearing in the answer book are marked. All eight are answered here, because this set is a study resource rather than an exam script. Several questions ask explicitly for essay-format answers, and the marking scheme rewards clarity and organisation, so the discursive answers below are written as structured prose rather than as note form.

Note on the exam title

The printed exam header reads 10-Met-A5, Mechanical Behaviour and Fracture of Materials. The paper examines fracture mechanics and fatigue-crack-growth life, strengthening and toughening of engineering materials, creep and fatigue testing, deformation processing selection, and elastic–plastic forming behaviour; it has no classical phase-transformation or heat-treatment (TTT/CCT diagram, hardenability, tempering-curve) questions. The answers below are written to the printed subject.

Reference texts. The answers below are keyed to the works normally recommended for this syllabus code:


Question 1: Fatigue-Safety Margin for a Cracked Component; Infinite-Life Flaw-Size Design for a Skeletal Implant (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.

1.1 — (a) Is the margin against fast fracture adequate for this cyclic application?

Given.

QuantitySymbolValue
Ultimate tensile strength$\sigma_{UTS}$800 MPa
Fracture toughness$K_{Ic}$20 MPa$\sqrt{\text{m}}$
Through-thickness central crack length$2a$1.4 mm ($a=0.7$ mm)
Geometry correction factor$Y$1 (given)
Design stress range$0 \to \sigma_{\max}$0 to 410 MPa

Find. Whether the existing crack leaves an adequate safety margin against fast fracture at the maximum design stress, and hence whether the alloy is recommended for this cyclic application.

2a = 1.4 mm central through-thickness crack remote cyclic stress, 0 → σ_max = 410 MPa large plate, Y = 1
Fig. 1.1 — Central through-thickness crack of length 2a = 1.4 mm in a large plate under remote cyclic tension, Y = 1 as stated.

Approach. Compute the critical crack length $a_c$ at which $K_{\max}$ (governed by $\sigma_{\max}=410$ MPa, the largest stress the crack ever sees) reaches $K_{Ic}$, and compare it directly with the existing crack size $a=0.7$ mm; equivalently, compute the stress intensity the existing crack already experiences at $\sigma_{\max}$ and compare it with $K_{Ic}$.

  1. Critical crack length at the maximum design stress. $$K_{\max}=Y\sigma_{\max}\sqrt{\pi a_c}=K_{Ic} \quad\Longrightarrow\quad a_c=\frac{1}{\pi}\left(\frac{K_{Ic}}{Y\sigma_{\max}}\right)^2=\frac{1}{\pi}\left(\frac{20}{1\times410}\right)^2.$$ $$\boxed{a_c \approx 0.757\ \text{mm}}$$
  2. Compare the existing crack to $a_c$, and to $K_{Ic}$ directly. The existing crack, $a=0.7$ mm, is smaller than $a_c=0.757$ mm, so the component does not fracture on the very first cycle — but only by a margin of $$\frac{a_c-a}{a}=\frac{0.757-0.700}{0.700}=8.2\%.$$ Equivalently, at $\sigma_{\max}=410$ MPa the existing crack already drives $$K=Y\sigma_{\max}\sqrt{\pi a}=1\times410\sqrt{\pi(0.0007)}=19.23\ \text{MPa}\sqrt{\text{m}},$$ $$\frac{K}{K_{Ic}}=\frac{19.23}{20}=0.961,$$ i.e. every peak of the load cycle already drives the crack tip to 96% of the material's fracture toughness. The equivalent stress-based factor of safety is $\sigma_{\text{allow}}/\sigma_{\max}=426.5/410=\boxed{1.04}$.
  3. Weigh the margin against what cyclic loading will do to it. A factor of safety of 1.04 on stress (equivalently, 8% on crack length) is far below what is normally required for a fatigue application — typical design practice looks for a factor of at least 1.5–2 against fast fracture, precisely because the crack is not static: every one of the design cycles drives sub-critical fatigue crack growth ($da/dN=A(\Delta K)^n$, Question 3(a) of this paper), so $a$ only grows toward $a_c$ from here, it never shrinks. A margin this thin will be consumed by ordinary crack growth well before any meaningful service life is accumulated, and material/measurement scatter in $K_{Ic}$, the 1.4 mm crack-length reading, or the peak stress itself could each independently erase the remaining 4–8%.
QuantityResult
Critical crack length at $\sigma_{\max}=410$ MPa, $a_c$0.757 mm
Existing crack length, $a$0.700 mm
$K/K_{Ic}$ at $\sigma_{\max}$ on the existing crack0.961
Stress-based factor of safety1.04
Recommendation$\boxed{\text{Not recommended}}$
Check: engineering judgement

The calculation shows the component survives the very first application of $\sigma_{\max}$, so a purely static (single-overload) fast-fracture check alone would not condemn the design. The recommendation against use rests on the combination of (i) an unusually thin 4–8% margin against $K_{Ic}$/$a_c$ at first load and (ii) the fact this is explicitly a cyclic application, so the crack is guaranteed to grow toward $a_c$ over service life rather than remain fixed. A responsible design would either specify a larger $K_{Ic}$ alloy, tighten the inspection/rejection crack-length limit well below 0.7 mm, or reduce the design stress range substantially before qualifying this material.

1.2 — (b) Largest tolerable surface-crack size for an infinite (107-cycle) fatigue life

Given.

QuantitySymbolValue
Maximum tensile stress, tensile–compressive cyclic loading$\sigma_{\max}$15,000 psi
Maximum initial surface crack length$a_0$0.01 in.
Geometry correction factor$Y$1.75 (independent of $a$)
Paris-law exponent$n$2.5
Paris-law coefficient (psi, in.)$A$$1.5\times10^{-18}$
Required ("infinite") life$N_f$$1\times10^7$ cycles

Find. The crack size $a_c$ to which the initial 0.01 in. flaw grows in $1\times10^7$ cycles — the largest surface crack the implant must be able to tolerate without fast fracture if it is to reach an infinite fatigue life.

Approach. This is the standard fatigue-crack-growth design calculation (Callister & Rethwisch, §8.9, critical surface-crack-length design problems). Integrate the Paris law from the known initial crack $a_0$ to an unknown final crack $a_c$, set the number of cycles equal to the required $10^7$, and solve for $a_c$. Because the loading is tensile–compressive, the crack is closed and does not grow during the compressive half-cycle, so the stress range that drives growth is $\Delta\sigma=\sigma_{\max}=15{,}000$ psi, not $\sigma_{\max}-\sigma_{\min}$.

Assumption stated

"Largest tolerable surface crack size" is read as the critical crack length the component must tolerate at the end of the required life. The given initial crack length, stress, $Y$, $A$ and $n$ are exactly the data this calculation needs, and no fracture toughness is supplied because the question asks for the crack size the material must tolerate, not the one it can.

  1. Integrate the Paris law between $a_0$ and $a_c$. $$\frac{da}{dN}=A(\Delta K)^n=A\left(Y\Delta\sigma\sqrt{\pi a}\right)^n \;\Longrightarrow\; N_f=\int_{a_0}^{a_c}\frac{da}{A(Y\Delta\sigma)^n\pi^{n/2}a^{n/2}}=\frac{a_0^{-(n/2-1)}-a_c^{-(n/2-1)}}{\left(\tfrac{n}{2}-1\right)A(Y\Delta\sigma)^n\pi^{n/2}}\quad(n\ne2).$$ Rearranging for the final crack size: $$a_c^{-(n/2-1)}=a_0^{-(n/2-1)}-N_f\left(\tfrac{n}{2}-1\right)A(Y\Delta\sigma)^n\pi^{n/2}.$$
  2. Evaluate the growth term. $\tfrac{n}{2}-1=0.25$; $Y\Delta\sigma=1.75\times15{,}000=26{,}250$ psi; $(26{,}250)^{2.5}=1.1164\times10^{11}$; $\pi^{1.25}=4.1825$. $$N_f\left(\tfrac{n}{2}-1\right)A(Y\Delta\sigma)^n\pi^{n/2}=(1\times10^7)(0.25)(1.5\times10^{-18})(1.1164\times10^{11})(4.1825)=1.7510\ \text{in.}^{-0.25}$$
  3. Solve for $a_c$. $a_0^{-0.25}=(0.01)^{-0.25}=3.1623\ \text{in.}^{-0.25}$, so $$a_c^{-0.25}=3.1623-1.7510=1.4113 \;\Longrightarrow\; a_c=(1.4113)^{-4}.$$ $$\boxed{a_c \approx 0.252\ \text{in.} \approx 6.40\ \text{mm}}$$
  4. What toughness this demands. For the implant to tolerate that crack at the peak stress, its fracture toughness must satisfy $$K_c\ge Y\sigma_{\max}\sqrt{\pi a_c}=1.75(15{,}000)\sqrt{\pi(0.2521)}=2.34\times10^{4}\ \text{psi}\sqrt{\text{in.}}\;(\approx25.7\ \text{MPa}\sqrt{\text{m}}).$$ A premature failure therefore means the implant's actual critical crack size, $(1/\pi)(K_c/Y\sigma_{\max})^2$, was smaller than 0.252 in. — its toughness (or the stress and geometry assumed in design) was inadequate for the flaws it contained.
QuantityResult
Crack-growth term, $N_f(n/2-1)A(Y\Delta\sigma)^n\pi^{n/2}$1.751 in.$^{-0.25}$
Largest tolerable surface crack for $10^7$ cycles, $a_c$$\boxed{0.252\ \text{in.}\ (6.40\ \text{mm})}$
Minimum toughness implied, $K_c$$2.34\times10^{4}$ psi$\sqrt{\text{in.}}$ ($\approx25.7$ MPa$\sqrt{\text{m}}$)
Check: convergence and loading convention

A finite $a_c$ exists only because the growth term (1.751) is less than $a_0^{-0.25}$ (3.162). Letting $a_c\to\infty$ instead gives the largest initial flaw that could ever reach $10^7$ cycles, $a_0=(1.751)^{-4}=0.106$ in.; the actual 0.01 in. flaw is well inside that. Had the full range $\Delta\sigma=2\sigma_{\max}=30{,}000$ psi been used, the growth term would rise by $2^{2.5}=5.66$ to 9.90, exceeding 3.162 — no crack size would survive $10^7$ cycles, so the loading convention is decisive here.

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