A stretched elastic elastic filament can turn from a prescribed end direction toward its outer shape within a narrow boundary layer. This length results from balancing bending energy against the work of axial tension, and differs from the frequency-dependent elastohydrodynamic penetration length.
For a small transverse displacement , constant positive filament bending modulus and locally constant positive tension , the elastic energy isIts interior Euler-Lagrange equation, away from distributed transverse loading, isThe decaying end correction has , whereIt can enforce the imposed slope at a clamped end while matching a slowly varying outer solution.
A distinct boundary layer requires , or , where is the elastic filament length. In a driven fluid, viscous drag can generate the tension ; this local calculation treats that tension as given. Negative represents compression and changes the equation toward buckling, so the positive-tension decay length must not be used unchanged.
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