Vibrating systems with singular mass-inertia matrices arise in recent continuum models of Smart Structures (beams with PZT strips) in assessing the damping attainable with rate feedback. While they do not quite yield 'distributed' controls, we show that they can provide a fixed nonzero lower bound for the damping coefficient at all mode frequencies. The mathematical machinery for modelling the motion involves the theory of Semigroups of Operators. We consider a Timoshenko model for torsion only, a 'smart string,' where the damping coefficient turns out to be a constant at all frequencies. We also observe that the damping increases initially with the feedback gain but decreases to zero eventually as the gain increases without limit
A theoretical control strategy for residual vibration control resulting from a shock pulse is studie...
We consider a clamped-free Timoshenko beam. To stabilize the beam vibrations, we propose a dynamic b...
AbstractA flexible structure consisting of a Euler–Bernoulli beam with a tip mass is considered. To ...
Using a generally accepted model we present a comprehensive analysis (within the page limitation) of...
The paper illustrates the use of continuum models in control design for stabilizing flexible structu...
This paper shows how the so called von Kármán model can be obtained as a singular limit of a modifie...
We prove that the von Kármán model for vibrating beams can be obtained as a singular limit of a modi...
We consider the Timoshenko model for vibrating beams under effect of two nonlinear and localized fri...
A class of nonlinear damping models is introduced with application to flexible flight structures cha...
AbstractIn this paper, we relate a kind of second order hyperbolic system to an analytic semigroup, ...
In this paper, we consider the vibrations of an inhomogeneous damped string under a distributed dist...
13 pages, a4paper, no figures. Note added in proof: After our article was accepted for publication, ...
In this paper we treat the case of an abstract vibrational system of the form Mx″+Cx′+x=0, where the...
Abstract. We consider a dynamical one-dimensional nonlinear von Karman model for beams de-pending on...
This paper discusses a class of unexpected irreversible phenomena that can develop in linear conserv...
A theoretical control strategy for residual vibration control resulting from a shock pulse is studie...
We consider a clamped-free Timoshenko beam. To stabilize the beam vibrations, we propose a dynamic b...
AbstractA flexible structure consisting of a Euler–Bernoulli beam with a tip mass is considered. To ...
Using a generally accepted model we present a comprehensive analysis (within the page limitation) of...
The paper illustrates the use of continuum models in control design for stabilizing flexible structu...
This paper shows how the so called von Kármán model can be obtained as a singular limit of a modifie...
We prove that the von Kármán model for vibrating beams can be obtained as a singular limit of a modi...
We consider the Timoshenko model for vibrating beams under effect of two nonlinear and localized fri...
A class of nonlinear damping models is introduced with application to flexible flight structures cha...
AbstractIn this paper, we relate a kind of second order hyperbolic system to an analytic semigroup, ...
In this paper, we consider the vibrations of an inhomogeneous damped string under a distributed dist...
13 pages, a4paper, no figures. Note added in proof: After our article was accepted for publication, ...
In this paper we treat the case of an abstract vibrational system of the form Mx″+Cx′+x=0, where the...
Abstract. We consider a dynamical one-dimensional nonlinear von Karman model for beams de-pending on...
This paper discusses a class of unexpected irreversible phenomena that can develop in linear conserv...
A theoretical control strategy for residual vibration control resulting from a shock pulse is studie...
We consider a clamped-free Timoshenko beam. To stabilize the beam vibrations, we propose a dynamic b...
AbstractA flexible structure consisting of a Euler–Bernoulli beam with a tip mass is considered. To ...