Abstract
We consider a heat–plate interaction model where the 2-dimensional plate is subject to viscoelastic (strong) damping. Coupling occurs at the interface between the two media, where each component evolves through differential operators. In this paper, we apply “high” boundary interface conditions, which involve the two classical boundary operators of a physical plate: the bending moment operator \(B_1\) and the shear forces operator \(B_2\). We prove three main results: analyticity of the corresponding contraction semigroup on the natural energy space; sharp location of the spectrum of its generator, which does not have compact resolvent, and has the point \(\lambda =-\,1\) in its continuous spectrum; exponential decay of the semigroup with sharp decay rate. Here analyticity cannot follow by perturbation.
Similar content being viewed by others
References
Avalos, G., Triggiani, R.: The coupled PDE-system arising in fluid-structure interaction. Part I: Explicit semigroup generator and its spectral properties (with G. Avalos). AMS Contemp. Math. Fluids Waves 440, 15–55 (2007)
Avalos, G., Triggiani, R.: Uniform stabilization of a coupled PDE system arising in fluid–structure interaction with boundary dissipation at the interface. Discret. Contin. Dyn. Syst. 22(4), 817–833 (2008)
Avalos, G., Triggiani, R.: Semigroup well-posedness in the energy space of a parabolic–hyperbolic coupled Stokes–Lamé PDE system. Discret. Contin. Dyn. Syst. 2(3), 417–448 (2009)
Avalos, G., Triggiani, R.: A coupled parabolic-hyperbolic Stokes–Lamé PDE system: limit behavior of the resolvent operator on the imaginary axis. Appl. Anal. 88(9), 1357–1396 (2009)
Avalos, G., Triggiani, R.: Boundary feedback stabilization of a coupled parabolic–hyperbolic Stokes–Lamé PDE system. J. Evol. Equ. 9, 341–370 (2009)
Avalos, G., Triggiani, R.: Rational decay rates for a PDE heat–structure interaction: a frequency domain approach. Evol. Equ. Control Theory 2(2), 233–253 (2013)
Avalos, G., Triggiani, R.: Fluid-structure interaction with and without internal dissipation of the structure: a contrast in stability. Evol. Equ. Control Theory 2(4), 563–598 (2013)
Avalos, G., Lasiecka, I., Triggiani, R.: Higher regularity of a coupled parabolic–hyperbolic fluid–structure interactive system. Georgian Math. J. 15(3), 403–437 (2008)
Barbu, V., Grujic, Z., Lasiecka, I., Tuffaha, A.: Weak solutions for nonlinear fluid–structure interaction. AMS Contemp. Math. 440, 55–81 (2007)
Barbu, V., Grujic, Z., Lasiecka, I., Tuffaha, A.: Smoothness of weak solutions to a nonlinear fluid–structure interaction model. Indiana J. Math. 57(3), 1173–1207 (2008)
Chen, G., Russel, D.L.: A mathematical model for linear elastic systems with structural damping. Q. Appl. Math. 39, 433–454 (1982)
Chen, S., Triggiani, R.: Proof of two conjectures of G. Chen and D. L. Russell on structural damping for elastic systems: the case $\alpha = 1/2$. Springer-Verlag Lecture Notes in Mathematics 1354 (1988), 234–256. Proceedings of Seminar on Approximation and Optimization, University of Havana, Cuba (1987)
Chen, S., Triggiani, R.: Proof of extensions of two conjectures on structural damping for elastic systems: the case $1/2 \le \alpha \le 1$). Pac. J. Math. 136, 15–55 (1989)
Chen, S., Triggiani, R.: Characterization of domains of fractional powers of certain operators arising in elastic systems, and applications. J. Differ. Equ. 88, 279–293 (1990)
Chen, S., Triggiani, R.: Gevrey class semigroups arising from elastic systems with gentle perturbation. Proc. Am. Math. Soc. 110, 401–415 (1990)
Du, Q., Gunzburger, M.D., Hou, L.S., Lee, J.: Analysis of a linear fluid–structure interaction problem. Discet. Dyn. Syst. 9(3), 633–650 (2003)
Ignatova, M., Kukavica, I., Lasiecka, I., Tuffaha, A.: On well-posedness for a freeboundary fluid-structure model. J. Math. Phys. 53(11), 115624 (2012)
Ignatova, M., Kukavica, I., Lasiecka, I., Tuffaha, A.: On well-posedness and small data global existence for an interface damped free boundary fluid–structure model. Nonlinearity 27(3), 467–499 (2014)
Ignatova, M., Kukavica, I., Lasiecka, I., Tuffaha, A.: Small data global existence for a fluid structure model with moving boundary. Nonlinearity 30(2), 848–898 (2017)
Komornik, V.: Exact Controllability and Stabilization. The Multiplier Method, p. 156. Wiley, Paris (1994)
Kukavica, I., Tuffaha, A.: Regularity of solutions to a free boundary problem of fluid–structure interaction. Indiana Univ. Math. J. 61(5), 1817–1859 (2012)
Kukavica, I., Tuffaha, A., Ziane, M.: Strong solutions to a nonlinear fluid structure interaction system. J. Differ. Equ. 247(5), 1452–1478 (2009)
Kukavica, I., Tuffaha, A., Ziane, M.: Strong solutions for a fluid structure interaction system. Adv. Differ. Equ. 15(3–4), 231–254 (2010)
Kukavica, I., Tuffaha, A., Ziane, M.: Strong solutions to a Navier–Stokes–Lamé system on a domain with a non-flat boundary. Nonlinearity 24(1), 159–176 (2011)
Lagnese, J.: Distributed Parameter Systems. Uniform Boundary Stabilization of Homogeneous Isotropic Plates, vol. 50, pp. 204–215. Springer, Berlin (1987)
Lagnese, J.: Boundary Stabilization of Thin Plate. SIAM, Philadelphia (1989)
Lasiecka, I., Lu, Y.: Stabilization of a fluid structure interaction with nonlinear damping. Control Cybern. 42(1), 155–181 (2013)
Lasiecka, I., Triggiani, R.: Control Theory for Partial Differential Equations: Continuous and Approximation Theories I, Abstract Parabolic Systems. Encyclopedia of Mathematics and Its Applications Series. Cambridge University Press, Cambridge (2000)
Lasiecka, I., Triggiani, R.: Heat-structure interaction with viscoelastic damping: analyticity with sharp analytic sector, exponential decay, fractional powers. Commun. Pure Appl. Anal. 15(5), 1513–1543 (2016)
Lions, J.L.: Quelques Methods de Resolution des Problemes aux Limits Nonlinearies. Dunod, Paris (1969)
Lions, J.L., Magenes, E.: Nonhomogeneous Boundary Value Propblems and Applications, p. 357. Springer, Berlin (1972)
Lu, Y.: Uniform stabilization to equilibrium of a nonlinear fluid–structure interaction model. Nonlinear Anal. Real World Appl. 25, 51–63 (2015)
Naylor, A., Sell, G.: Linear Operator Theory in Engineering and Science, p. 624. Springer, Berlin (1982)
Pazy, A.: Semigroups of Linear Operators and Applications to Partial Differential Equations. Springer, Berlin (1983)
Pruss, J.: On the spectrum of $C_0$ semigroups. Trans. Am. Math. Soc. 284, 847–857 (1984)
Taylor, A., Lay, D.: Introduction to Functional Analysis, 2nd edn. Wiley, New York (1980)
Triggiani, R.: A heat-viscoelastic structure interaction model with Neumann or Dirichlet boundary control at the interface: optimal regularity, control theoretic implications. Appl. Math. Optim. 73(3), 571–594 (2016)
Triggiani, R.: Domain of fractional powers of the heat-structure operator with visco-elastic damping: regularity and control-theoretical implications. J. Evol. Equ. 17, 573–597 (2017)
Triggiani, R., Zhang, J.: Heat–visco-elastic interaction: analyticity, spectral analysis, exponential decay. Evol. Equ. Control Theory 7(1), 153–182 (2018)
Zhang, J.: The analyticity and exponential decay of a Stokes–Wave coupling system with viscoelastic damping in the variational framework. Evol. Equ. Control Theory 8(1), 111–134 (2015)
Acknowledgements
Research partially supported by the National Science Foundation under Grant DMS-1713506. The author wishes to thank two referees for their comments.
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendices
Appendix A: The Adjoint Operator \({\mathcal {A}^*}\)
Step 1 Here we establish Theorem 2.1 by identifying the adjoint operator \({\mathcal {A}}^*\). Let \([v_1,v_2,h]\in {\mathcal {D}}({\mathcal {A}})\) described in (2.6)–(2.9), and let \([\widehat{v}_1,\widehat{v}_2,\widehat{h}]\in {\mathcal {D}}({\mathcal {A}}^*)\) described in (2.14) and (2.17). Recalling \({\mathcal {A}}\) in (2.6) and the topology of \(\mathbf{H}\) in (2.4), we compute
In going from (A.2) to (A.3), we have used Green’s second theorem for the third and fifth terms in (A.2), along with \(h|_{\Gamma _{f}}=0\) by (2.8) and \(\widehat{h}|_{\Gamma _{f}}=0\) by (2.17). We next recall \(\displaystyle \Delta (v_1+v_2)=-(1-\mu )B_1v_2\) on \(\Gamma _{s}\) by (2.9b) along with \(\frac{\partial \Delta (v_1+v_2)}{\partial \nu }=-(1-\mu )B_2v_2 + v_2 - \frac{\partial h}{\partial \nu }\) on \(\Gamma _{s}\) by (2.9c). We re-write (A.3) as
Step 2 Applying now Green’s second theorem to the first term in (A.4), we obtain as \(v_2 = h\) on \(\Gamma _{s}\) by (2.8):
where the cancellation occurs since \(\widehat{h}=\widehat{v}_2\) on \(\Gamma _{s}\) by (2.17). Next, we recall by (2.16b) and (2.16c) that
We obtain recalling the topology (2.4):
Step 3 We now invoke the following fundamental result.
Lemma A.1
[28, Corollary 3C.3, p. 301] Let \(f, g \in H^2(\Omega _{s})\). Then
Applying the above Lemma with \(f=v_2, g = \widehat{v}_2 \in H^2(\Omega _{s})\), we obtain
Thus (A.9) used in (A.7) produces a cancellation of the boundary terms and yields
for \([v_1,v_2,h]\in {\mathcal {D}}({\mathcal {A}})\) in (2.6)–(2.9) and \([\widehat{v}_1,\widehat{v}_2,\widehat{h}]\in {\mathcal {D}}({\mathcal {A}}^*)\) in (2.14) and (2.17). Theorem 2.1 is proved.
Appendix B: Proof of Theorem 2.5 for Problem (2.34)
(i) (Compare with Sect. 3.1) The proof is based on the following alternative Green formula [28, Proposition C.12, p. 310], which introduces the positive bilinear form \(a(\cdot ,\cdot )\) in the first place.
with a(f, g) defined in (2.35). Next, for \([v_1,v_2,h] \in {\mathcal {D}}(\widetilde{{\mathcal {A}}})\), we compute via (2.36) and (2.37) and the Green formula (B.1):
since \(h|_{\Gamma _{f}} = 0\) in \(\widetilde{{\mathcal {A}}}\), see (2.34e). Next, the B.C. of \(\widetilde{{\mathcal {A}}}\) include also (see (2.34c), (2.34d))
The (B.4) becomes via (B.5), (B.6), as well as \(a(v_1+v_2, v_2) = a(v_1, v_2) + a(v_2, v_2)\):
recalling \(h = v_2\) on \(\Gamma _{s}\) by (2.34e). Since \(\hbox {Re}\{a(v_2,v_1) - a(v_1,v_2)\}=0\), then (B.8) yields
and Part (i) of Theorem 2.5 is established.
(ii) Let \(x^*=[v_1^*,v_2^*,h^*]\in \widetilde{\mathbf{H}}\), we seek to solve \(\tilde{{\mathcal {A}}}x=x^*\) for \(x=[v_1,v_2,h]\in {\mathcal {D}}(\tilde{{\mathcal {A}}})\), with bounded inverse. From (2.37) we have as in (3.14)
We have
The novelty is that now the equation of (B.10) has different B.C., as in (2.38a)-(2.38b), so that now
Then recalling the operator \(\mathbb {A}\) in (2.11) and the Green maps \(G_1\) and \(G_2\) from (2.13), we obtain via (B.12)
So that, ultimately \(v_2\in H^2(\Omega _{s})\), as required, recalling the regularity properties of \(G_1\), \(G_2\) in (2.13), so that \(\displaystyle G_2\Big ([v_1^*-\dfrac{\partial h}{\partial \nu }\Big ]_{\Gamma _{s}}\in H^{1/2+7/2}(\Omega _{s})=H^4(\Omega _{s})\), and \(G_1\Big (\frac{\partial v^*}{\partial \nu }\Big |_{\Gamma _{s}}\Big )\in H^{1/2+5/2}(\Omega _{s})=H^3(\Omega _{s})\). In (B.13), \(\dfrac{\partial h}{\partial \nu }|_{\Gamma _{s}}\) is explicitly obtained from (B.11) in terms of the data \(\{v_1^*,h^*\}\). Then (B.10), (B.11), (B.13) allow one to obtain an explicit formula of \({\mathcal {A}}^{-1}\).
Appendix C: Explicit Expression of \({\mathcal {A}}^{-1}\)
We now establish directly that, in fact, \(0\in \rho ({\mathcal {A}})\), the resolvent set of \({\mathcal {A}}\) and in fact obtain the explicit expression for \({\mathcal {A}}^{-1}\), as a bounded operator on \({\mathcal {L}}(\mathbf{H})\). Let \([v_1^*,v_2^*,h^*]\in \mathbf{H}\), we seek to solve \({\mathcal {A}}[v_1,v_2,h]=[v_1^*,v_2^*,h^*]\), or via (2.6),
The third equation yields the following elliptic problem in \(\Omega _{f}\):
where \(A_Df=\Delta f\), \({\mathcal {D}}(A_D)=H^2(\Omega _{f})\cap H^1_0(\Omega _{f})\) while \(\widetilde{D}_f\) in the following Dirichlet map in \(\Omega _{f}\)
Eqt (C.1b), along with \(v_2=v_1^*\) in (C.1a) and the B.C. in (2.9a)–(2.9c) yield
With \(v_1^*\in H^2(\Omega _{s})\) and \(\dfrac{\partial h}{\partial \nu }\Big |_{\Gamma _{s}}\in H^{1/2}(\Gamma _{s})\) by (C.2), we have
and hence recalling (2.2a) and (2.2b), in (C.4b), (C.4c):
We rewrite problem (C.4) as
The operator
is non-negative self-adjoint, via Green’s second Theorem
so that \(Q\psi =0\) implies \(\psi \equiv 0\). The unique solution of problem (C.8) is
and hence \(v_1\in H^2(\Omega _{s})\) as desired. In conclusion: the formulas
provide the explicit expression for the map \({\mathcal {A}}^{-1}:\ [v_1^*,v_2^*,h^*]\in \mathbf{H}\rightarrow {\mathcal {D}}({\mathcal {A}})\).
Rights and permissions
About this article
Cite this article
Triggiani, R. Heat–Viscoelastic Plate Interaction via Bending Moment and Shear Forces Operators: Analyticity, Spectral Analysis, Exponential Decay. Appl Math Optim 82, 755–797 (2020). https://doi.org/10.1007/s00245-018-9547-0
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00245-018-9547-0