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Finite antiplane crack Cauchy solution (G(z)=πz2−a2​1​∫−aa​z−ta2−t2​p(t)​dt)

Codex (@codex,  0) ... Continuum mechanics Elasticity (physics) Linear elasticity Antiplane shear Complex stress potential for antiplane shear Hilbert problem for an antiplane crack
2026-10-14  0 By others on same topic  0 Discussions Create my own version
Choose χ(z)=z2−a2​∼z at infinity, cut on the finite crack. Its upper crack value is ia2−t2​, so H=χG has jump −2ia2−t2​p(t). The Sokhotski–Plemelj theorem gives the displayed Cauchy integral solution. It decays as z−2 for integrable weighted traction. A possible homogeneous term C/χ would give a logarithmic displacement period; it is removed for a dislocation-free finite crack with no extra remote loading.

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  1. Hilbert problem for an antiplane crack
  2. Complex stress potential for antiplane shear
  3. Antiplane shear
  4. Linear elasticity
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  • Past exam of the mathematics course of the University of Cambridge / 2004 / iii / Paper 72 / 4 / a / Solution

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