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Fatigue Failure and Endurance Limit Questions and Answers

Answer: C

The S-N curve shows the relation between stress amplitude and the number of cycles to failure. It is plotted from fatigue tests at different stress levels and is used to find the endurance limit. The stress intensity factor belongs to fracture mechanics, strain amplitude is used in low cycle fatigue (the strain-life curve), and elastic modulus is a constant property of the material, so the other options are wrong.

On the S-N curve the stress amplitude is plotted against the number of cycles on a logarithmic axis, and for steels the curve flattens at the endurance limit.

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2.

The S-N curve from a fatigue test for steel is shown. Which one of the options gives the endurance limit?

S-N curve of fatigue strength S against number of cycles N, falling from Sut through points 1, 2 and 3 and levelling off at point 4

Exam Year(s)

GATE ME - 2023,

Answer: D

The endurance limit is \(S_{4}\).

For steel, the S-N curve falls as the number of cycles rises and then levels off into a horizontal line, here from point 4 at about \(N_{4}\) cycles onward. The stress at that horizontal part is the endurance limit: a specimen loaded below it can survive an unlimited number of cycles.

\(S_{ut}\), where the curve meets the stress axis, is the ultimate tensile strength, the stress that breaks the specimen in a single loading. \(S_{2}\) and \(S_{3}\) are fatigue strengths at finite lives \(N_{2}\) and \(N_{3}\): the specimen fails after that many cycles, so they are not limits below which life is unlimited.

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3.

Which one of the following failure theories is the most conservative design approach against fatigue failure?

Exam Year(s)

GATE ME - 2024,

Answer: A

The most conservative approach is the Soderberg line.

On a plot of alternating stress against mean stress, each criterion draws a boundary from the endurance limit on the alternating-stress axis to a point on the mean-stress axis. The Soderberg line runs to the yield strength, the Modified Goodman line to the ultimate strength, and the Gerber curve is a parabola through the ultimate strength. Since yield strength is lower than ultimate strength, the Soderberg line lies inside the other two and allows the smallest stresses, making it the most conservative.

The Gerber parabola is the least conservative of the three. The yield (Langer) line guards against first-cycle yielding, not against fatigue, so it is not a fatigue failure criterion on its own.

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4.

The endurance limit of a specific grade of steel is same as its yield strength. The ultimate strength of this grade of steel is twice of its yield strength. A component made of this steel is loaded in tension and unloaded periodically. It is required that the component does NOT fail for at least \(10^{6}\) loading cycles, as per the Soderberg law. Considering a factor of safety of 2, the maximum applied tensile principal stress is

Exam Year(s)

GATE ME - 2025,

Answer: B

The maximum stress is half of the endurance limit.

Loading in tension and unloading gives a repeated cycle from 0 to \(\sigma\), so \(\sigma_{a} = \sigma_{m} = \sigma/2\). Soderberg's line with factor of safety N reads \(\sigma_{a}/S_{e} + \sigma_{m}/S_{y} = 1/N\). With \(S_{e} = S_{y}\):

\[ \begin{aligned} \frac{\sigma/2}{S_{e}} + \frac{\sigma/2}{S_{e}} &= \frac{1}{2} \\ \sigma &= S_{e}/2 \end{aligned} \]

The ultimate strength plays no part in Soderberg's criterion, which uses yield. One-fourth applies the factor of safety twice, the endurance limit itself ignores it, and twice the endurance limit exceeds the yield strength.

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