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Boundary null-controllability for the beam equation with classical structural damping

最优化与控制 2026-05-15 v1 偏微分方程分析

摘要

Let Δ\Delta be the Dirichlet Laplacian on the interval (0,π)(0,\pi), and let T>0T>0. We prove a well-posedness results for the structurally damped beam equation utt+Δ2uρΔut=0,x(0,π),t>0u_{tt}+\Delta^2 u-\rho \Delta u_t=0, x\in (0,\pi),t>0 with various boundary conditions including u(0,t)=uxx(0,t)=0;u(π,t)=f(t),uxx(π,t)=0, u(0,t)=u_{xx}(0,t)=0; u(\pi,t)=f(t),u_{xx}(\pi,t)=0, and fH02(0,T)f\in H_0^2(0,T) and appropriate initial conditions. Viewing ff as a control, we prove null controllability for all ρ2\rho \leq 2. For ρ>2\rho >2, we show null controllability for arbitrary T>0T>0 holds for almost all ρ\rho, but fails for a dense subset of (2,)(2,\infty). An analagous result is proven for Neumann control.

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引用

@article{arxiv.2605.14371,
  title  = {Boundary null-controllability for the beam equation with classical structural damping},
  author = {Sergei Avdonin and Julian Edward},
  journal= {arXiv preprint arXiv:2605.14371},
  year   = {2026}
}