Figure 2From: Spectral analysis of the integral operator arising from the beam deflection problem on elastic foundation II: eigenvalues Graph of \(\pmb{p(\kappa)}\) . \(p(\kappa)\) decreases on \([0,1]\) from \(p(0) = 1\) to \(p(1) = 3 - 2\sqrt{2} \approx0.17157\), and increases on \([1,\infty)\) approaching 1.Back to article page