2018
DOI: 10.1007/s00245-018-9544-3
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Long-Time Behavior for a Class of Semi-linear Viscoelastic Kirchhoff Beams/Plates

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Cited by 12 publications
(10 citation statements)
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“…Here the function h(t) is relaxation measure usually called memory kernel. The interesting readers can find a detail derivation on 1D Kirchhoff beams/plates with memory in Feng et al 3 , section 2.1 System (1.1)-(1.2) is a transmission problem for Kirchhoff-type wave equations with boundary condition determined by the long-range memory. The wave propagation over bodies consisting of two physically different types of materials.…”
Section: Introductionmentioning
confidence: 99%
“…Here the function h(t) is relaxation measure usually called memory kernel. The interesting readers can find a detail derivation on 1D Kirchhoff beams/plates with memory in Feng et al 3 , section 2.1 System (1.1)-(1.2) is a transmission problem for Kirchhoff-type wave equations with boundary condition determined by the long-range memory. The wave propagation over bodies consisting of two physically different types of materials.…”
Section: Introductionmentioning
confidence: 99%
“…Many results have been established for the asymptotic behavior of wave equations and beams with finite memory; we refer the reader to see previous studies [11][12][13][14][15][16][17][18][19] and the references therein. The study of the Kirchhoff plates subject to a viscoelastic damping has attracted the attention of many authors, and several decay results have been established; see, for instance, previous works 20,21 and the references therein. The well-posedness and asymptotic stability of a plate equation with memory and time-varying delay has been extensively studied in literature; see, for instance, references.…”
Section: Introductionmentioning
confidence: 99%
“…The uniqueness of a weak solution and its continuous dependence on the initial data were also proved. The multi-dimensional generalizations of Equation ( 2), namely, as some of viscoelastic Kirchhoff beams/plates, have been recently studied by B. Feng 5 and Jorge Silva. 6 In Silva et al, 6 the authors considered a viscoelastic Kirchhoff beam/plate model with a viscoelastic damping…”
Section: Introductionmentioning
confidence: 99%