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Related Concept Videos

Stability01:28

Stability

The time response of a linear time-invariant (LTI) system can be divided into transient and steady-state responses. The transient response represents the system's initial reaction to a change in input and diminishes to zero over time. In contrast, the steady-state response is the behavior that persists after the transient effects have faded.
The stability of an LTI system is determined by the roots of its characteristic equation, known as poles. A system is stable if it produces a bounded...
Second Order systems II01:18

Second Order systems II

In an underdamped second-order system, where the damping ratio ζ is between 0 and 1, a unit-step input results in a transfer function that, when transformed using the inverse Laplace method, reveals the output response. The output exhibits a damped sinusoidal oscillation, and the difference between the input and output is termed the error signal. This error signal also demonstrates damped oscillatory behavior. Eventually, as the system reaches a steady state, the error diminishes to zero.
If  ζ...
Types of Damping01:20

Types of Damping

If the amount of damping in a system is gradually increased, the period and frequency start to become affected because damping opposes, and hence slows, the back and forth motion (the net force is smaller in both directions). If there is a very large amount of damping, the system does not even oscillate; instead, it slowly moves toward equilibrium. In brief, an overdamped system moves slowly towards equilibrium, whereas an underdamped system moves quickly to equilibrium but will oscillate about...
Stability of Equilibrium Configuration01:23

Stability of Equilibrium Configuration

Understanding the stability of equilibrium configurations is a fundamental part of mechanical engineering. In any system, there are three distinct types of equilibrium: stable, neutral, and unstable.
A stable equilibrium occurs when a system tends to return to its original position when given a small displacement, and the potential energy is at its minimum. An example of a stable equilibrium is when a cantilever beam is fixed at one end and a weight is attached to the other end. If the weight...
Damped Oscillations01:07

Damped Oscillations

In the real world, oscillations seldom follow true simple harmonic motion. A system that continues its motion indefinitely without losing its amplitude is termed undamped. However, friction of some sort usually dampens the motion, so it fades away or needs more force to continue. For example, a guitar string stops oscillating a few seconds after being plucked. Similarly, one must continually push a swing to keep a child swinging on a playground.
Although friction and other non-conservative...
Effects of feedback01:24

Effects of feedback

Feedback in control systems plays a critical role in shaping various operational parameters, extending beyond simple error reduction to influence stability, bandwidth, gain, impedance, and sensitivity. Understanding these effects requires examining a basic feedback system characterized by defined input, output, error, and feedback signals.
Feedback significantly modifies the gain of a control system. The gain of a system without feedback is altered by a factor of one plus GH, where G represents...

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Instabilities of localized structures in dissipative systems with delayed feedback.

S V Gurevich1, R Friedrich

  • 1Institute for Theoretical Physics, University of Münster, Wilhelm-Klemm-Strasse 9, D-48149 Münster, Germany. gurevics@uni-muenster.de

Physical Review Letters
|February 7, 2013
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Summary

We discovered novel behaviors in localized structures using delayed feedback in the Swift-Hohenberg equation. Varying delay time and feedback strength creates oscillons, soliton rings, labyrinth patterns, or moving structures.

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Area of Science:

  • Nonlinear dynamics
  • Pattern formation
  • Mathematical physics

Background:

  • The Swift-Hohenberg equation models pattern formation in various physical systems.
  • Delayed feedback introduces complex dynamics not present in the original equation.
  • Understanding localized structures is crucial for predicting system behavior.

Purpose of the Study:

  • To investigate the novel behaviors of solitary localized structures in a real Swift-Hohenberg equation with delayed feedback.
  • To analyze the impact of varying delay time and feedback strength on structure formation.
  • To characterize the bifurcations leading to spontaneous motion of these structures.

Main Methods:

  • Numerical simulations of the Swift-Hohenberg equation with delayed feedback.
  • Bifurcation analysis of the delayed system.
  • Derivation of order parameter equations near bifurcation points.
  • Analysis of the normal form for spontaneous motion.

Main Results:

  • Nontrivial instabilities arise from variations in the product of delay time and feedback strength.
  • Diverse patterns emerge, including oscillons, soliton rings, labyrinth patterns, and moving structures.
  • A normal form for spontaneous motion was derived, showing motion without shape change at the lowest order.

Conclusions:

  • Delayed feedback in the Swift-Hohenberg equation leads to a rich variety of localized structure behaviors.
  • Bifurcation analysis provides a framework for understanding the transition to moving structures.
  • The derived normal form accurately describes the onset of spontaneous motion.