The arclength element is . For uniformly small slopes, the Taylor expansion givesThus to quadratic order in the slopes the excess length is . This is the small-slope approximation used in the subsequent elastic energy.
Vary by , where the clamped endpoint conditions require at both endpoints. The first variation of the quadratic elastic energy isBoth integrations by parts have zero boundary terms. Since the variation is arbitrary in the interior, the fundamental lemma of the calculus of variations gives the Euler-Lagrange equation. Varying independently gives the second equation:The clamped endpoint values accompany these equations. If or depends on , it must remain inside the derivatives.
With unit constant bending coefficients and unit length, the quadratic elastic energy isTo find the first loss of positivity, put . The clamped conditions give and . Extend periodically with period one. The sharp periodic Wirtinger inequality gives . For completeness, expand the mean-zero periodic in its Fourier series . Parseval identity giveswhich proves the inequality and its equality condition. The same holds for . ConsequentlyFor , the straight filament is the unique minimum. Equality in the periodic Wirtinger inequality has ; the endpoint value eliminates . Integration and the position boundary conditions therefore give the first buckling load and modes:At this load every such pair has zero quadratic elastic energy and solves the Euler-Lagrange equations. For these modes give negative energy, signaling instability of the straight configuration. The quadratic small-slope model does not select a finite post-buckling amplitude; nonlinear terms would be needed for that. This is Euler buckling of an elastic filament.
Articles by others on the same topic
There are currently no matching articles.