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Stress Concentration at Structural Notch (Mechanical Engineering)

A mechanical engineer conducts a finite element stress simulation on a critical titanium aerospace load-bearing bracket. The boundary geometry along the inner tension surface of the bracket is described by the absolute-value profile:

y(x)=∣xβˆ’5∣+2forΒ x∈[0,10]y(x) = |x - 5| + 2 \quad \text{for } x \in [0, 10]
where xx represents the longitudinal position in centimeters and y(x)y(x) represents the surface contour.

  1. Analytically prove that y(x)y(x) is continuous but non-differentiable at the vertex x=5x = 5.
  2. Explain the physical consequence of this geometric non-differentiability regarding stress concentration factors (KtK_t) when the bracket is subjected to cyclic operational loads.
  3. Propose the mathematical modification engineers implement (such as a circular or polynomial transition fillet) to restore differentiability and safeguard against fatigue crack initiation.