journal article·2006-04-25

Non-periodic motions and fractals of a circular arch under follower forces with small disturbances

Nobuyoshi Fukuchi, Takashi Tanaka

Steel and Composite Structures· Volume 6· Issue 2
Publisher page

Abstract

The deformation and dynamic behavior mechanism of submerged shell-like lattice structures with membranes are in principle of a non-conservative nature as circulatory system under hydrostatic pressure and disturbance forces of various types, existing in a marine environment. This paper deals with a characteristic analysis on quasi-periodic and chaotic behavior of a circular arch under follower forces with small disturbances. The stability region chart of the disturbed equilibrium in an excitation field was calculated numerically. Then, the periodic and chaotic behaviors of a circular arch were investigated by executing the time histories of motion, power spectrum, phase plane portraits and the Poincare section. According to the results of these studies, the state of a dynamic aspect scenario of a circular arch could be shifted from one of quasi-oscillatory motion to one of chaotic motion. Moreover, the correlation dimension of fractal dynamics was calculated corresponding to stochastic behaviors of a circular arch. This research indicates the possibility of making use of the correlation dimension as a stability index.
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Research context

OpenAlex topics: Fluid Dynamics Simulations and Interactions · Vibration and Dynamic Analysis · Chaos control and synchronization

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References (6)

Show source-provided references
1. Physics Review · 1985 · A31 · 3332
2. Advances in Computational Engineering and Sciences · 2000 · 2 · 1816
3. J. of the Society of Naval Architects of Japan · 1993 · 174 · 87
4. J. of the Society of Naval Architects of Japan · 1994 · 175 · 337
5. Physica · 1992 · D56 · 216
6. 10.1103/PhysRevLett.53.30310.1103/PhysRevLett.53.303 ↗