2020
DOI: 10.3934/era.2020006
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Finite time blow-up for a wave equation with dynamic boundary condition at critical and high energy levels in control systems

Abstract: We study the initial boundary value problem of linear homogeneous wave equation with dynamic boundary condition. We aim to prove the finite time blow-up of the solution at critical energy level or high energy level with the nonlinear damping term on boundary in control systems.

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Cited by 9 publications
(4 citation statements)
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“…Ruying Xue considered problem (1) with the nonlinearity f (u) = u k+1 , k = 1, 2, • • • , and proved the global existence for the small initial data and k > 4. The problem (1) with much more general nonlinear case f (u) = ±|u| p and |u| p−1 u was then considered in [15], and also by the potential well theory [4], [9], [8], [22], in the sub-critical initial energy case, i.e. E(0) ≤ d, the global and non-global solutions were classified in term of initial data.…”
Section: Introduction In This Paper We Consider the Cauchy Problem Of Generalized Boussinesq Equaitonmentioning
confidence: 99%
“…Ruying Xue considered problem (1) with the nonlinearity f (u) = u k+1 , k = 1, 2, • • • , and proved the global existence for the small initial data and k > 4. The problem (1) with much more general nonlinear case f (u) = ±|u| p and |u| p−1 u was then considered in [15], and also by the potential well theory [4], [9], [8], [22], in the sub-critical initial energy case, i.e. E(0) ≤ d, the global and non-global solutions were classified in term of initial data.…”
Section: Introduction In This Paper We Consider the Cauchy Problem Of Generalized Boussinesq Equaitonmentioning
confidence: 99%
“…where h (u) ∼ [u + 1] + − 1 describes restoring force due to the hangers and external forces including gravity and [u] + stands for its positive part. In other papers [5,6,19,20], this kind of problem was also investigated under the Navier boundary condition. More recently, Ferrero and Gazzola [8] considered the boundaries of a plate Ω = (0, π) × (−l, l) which represents the roadway of a suspension bridge.…”
Section: Introductionmentioning
confidence: 99%
“…In order to consider the effect of internal friction on a system, Ferrero and Gazzola [8] studied the following linear damped wave equation u tt + ∆ 2 u + δu t + h (x, y, u) = f (x, y, t) , (x, y, t) ∈ Ω × (0, T ) , (5) with the initial boundary data conditions (2) and (3), where h (•, •, s) is a Lipschitz function and increasing with respect to s ∈ R. They proved the existence and uniqueness of global solutions, but did not give any non-global results due to the linear source term. It is worth mentioning the work on an extensible beam model similar to the model equation in this paper, the so-called polyharmonic Kirchhoff equation was considered in [1], to show the global nonexistence and a priori estimates for the life span of solution.…”
Section: Introductionmentioning
confidence: 99%
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