Elsevier

Ocean Engineering

Volume 25, Issues 4–5, April 1998, Pages 323-343
Ocean Engineering

Experimental investigation of response stability and transition behaviour of a nonlinear ocean structural system

https://doi.org/10.1016/S0029-8018(97)00023-1Get rights and content

Abstract

This study experimentally investigates the nonlinear response stability and transition behaviour of a submerged, moored ocean structural system which consists of a spherical buoy and attached multi-point mooring lines. The system is excited by a periodic wave field in a closed channel. System nonlinearities include complex geometric restoring (stiffness) force and coupled fluid–system interaction exciting forces. Experimental set-up, operating procedures and analysis of the measured results are presented. Characteristic motions observed include harmonic, subharmonic and ultraharmonic responses, which demonstrate a signature of the intricate pattern of the nonlinear global behaviour. Good agreements between the measured and most predicted responses are demonstrated in both time and frequency domains. These results confirm the validity of the analytical model presented and calibrate the accuracy of the existing numerical predictions. Primary and secondary resonances in the response are identified via frequency response curves. Response bifurcation cascades are observed in the experimental results and the possible existence of higher-order nonlinear responses is inferred.

Introduction

Analytical and numerical models of nonlinear systems subjected to periodic excitation have revealed a variety of nonharmonic responses, instabilities and sensitivity to initial conditions (e.g. Moon, 1987, Moon, 1992). These predictions have been demonstrated through small-scale experiments where the system parameters can be accurately controlled, and the domains of attraction are easily defined and measured. Examples of these `table-top' experiments of nonlinear aperiodic responses can be found in Moon (1987), Moon (1992). Other examples of small-scale experimental investigations of simple single- and two-degree-of-freedom systems are reported in Popp and Stelter (1990) and Nayfeh and Balachandran (1990), respectively.

However, it may be difficult to design large-scale models to obtain chaotic responses. To the authors' knowledge to date, a large-scale fluid-structure experiment to obtain highly sensitive, nonlinear response (e.g. chaos) in the ocean has not yet been achieved. While there is an expansive amount of material on nonlinear fluid–structure interaction in the literature (e.g. Sarpakaya and Isaacson, 1981, Blevins, 1990) describing harmonic small-amplitude motions, there are only a few papers describing subharmonic responses (e.g. Lean, 1971, Thompson et al., 1984, Fujino and Sagara, 1990).

A medium-scale experimental investigation of the nonlinear response of a submerged, moored, complex ocean system is reported here. The objective of this study is two-fold: (i) to experimentally determine, as much as possible, the existence of nonlinear responses (e.g. subharmonic, ultraharmonic, ultrasubharmonic, quasi-periodic and chaotic, similar to those predicted in Gottlieb and Yim, 1992), and the organized response transition in bifurcation sets predicted in the analytical study (Gottlieb et al., 1997); and (ii) to assess the validity of the analytical model of a symmetric multi-point moored structural system subjected to a deterministic exciting field described by small amplitude waves and weak collinear current. The study presents a description of the submerged, moored ocean system experiment, classification of model responses and comparison of results to analytical predictions.

Section snippets

System considered

A general multi-degree-of-freedom, multi-point moored system is modelled by a hydrodynamically excited, submerged, rigid body moored by elastic mooring cables with geometric nonlinearity. The mooring lines considered in this study are assumed to be linear, elastic and taut, and do not vibrate transversely. These simple assumptions are in direct contrast to the nonlinear, inelastic (hysteretic), and low-tensioned cables examined by Triantafyllou and Yue (1995), where the cable properties and sag

Analytical predictions

For convenience of reference and comparison with experimental results in later sections, analysis and numerical predictions by Gottlieb et al. (1997) are briefly summarized here.

Using the method of harmonic balance, approximate solutions to Eq. (1)can be obtained. Local stability analyses on the approximate solutions are conducted using Hill's variational technique, and the primary and secondary resonances can be identified in the parameter space. In addition to the analytically identified

Experiment description

The experiment was conducted at the O. H. Hinsdale Wave Laboratory at Oregon State University in a two-dimensional wave channel, which is 342 ft long, 12 ft wide and 15 ft deep with a hydraulically driven, hinged flap wave board (Fig. 5). A VAX 3400 server and two VAX 3100 stations with optical communication links for wave generation control and 64 digital channels were used for data acquisition.

The model tests were divided into four distinct phases. The first phase was with a small sphere moored

Free-vibration tests

Free-vibration tests were first conducted to gain an understanding of the hydrodynamic effects on system damping to provide an initial estimate of the damping coefficients. A total of 31 tests were conducted in still water.

These tests were performed on both the large and small spheres at the 60° and 90° configurations by manually displacing and then releasing the sphere and measuring the response. In addition to hydrodynamic damping, coulomb damping due to configuration constraints is another

Free-vibration tests

The energy dissipation mechanism of the model includes system (structural) and hydrodynamic damping components. Assuming the system damping remains the same in still water and under waves, an approximate system damping force can be separated from the hydrodynamic component based on the data from the free-vibration tests. The equation of motion of the sphere in still water is obtained by setting the fluid particle velocity u to zero in Eq. (3a):Mẋ̇+Csẋ+R(x)=ρCDAP2(−ẋ)|ẋ|−ρ∀CAẋ̇

Response

Concluding remarks

An experimental investigation of the stability of nonlinear response stability and the transition behaviour of a moored ocean structural system is presented here. Configurations of the experimental model and parameters of the wave excitation are designed based on the existing analytical model and predictions.

Nonlinear experimental responses, including harmonic resonance, subharmonic and ultraharmonic, have been observed. These results corroborate the complex nonlinear system behaviour predicted

Acknowledgements

The financial support of the United State Office of Naval Research through Grant No. N00014-92-1221 is gratefully acknowledged. The assistance of Mr Marc A. Myrum and Ms Suchithra Narayanan in data processing and system parameter identification is greatly appreciated.

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