One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models

Abstract The mechanism of cable end angle-variation induced oscillations in the non-linear interactions between beams and cables in stayed-systems is first explained by a proposed analytical model. It is then verified by both experimental and finite element models. The non-linear interaction maximizes its effects for cable oscillations when inherent quadratic coupling between local and global modes produces energy transfer from low to high frequency vibrations by means of a one-to-two global–local autoparametric resonance. The response of the analytical model is fully described using a continuation method applied directly to the reduced two degree of freedom discrete model showing that, for a selected one-to-two global–local resonant system, primary harmonic excitation of the global mode produces large oscillations of the local mode at twice the excitation frequency. Detailed comparisons between the responses of the analytical model, experimental results and finite element simulations show excellent agreement both in the qualitative behaviour and in the calculated/measured response amplitudes.

[1]  Jhg Macdonald,et al.  Experimental validation of a simplified cable-stayed bridge model exhibiting autoparametric resonance , 2003 .

[2]  R. Fletcher Practical Methods of Optimization , 1988 .

[3]  Magdi A. Khalifa,et al.  Importance of Cable Vibration in Dynamics of Cable-Stayed Bridges , 1991 .

[4]  Elsa Caetano,et al.  Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part II : seismic response , 2000 .

[5]  Elsa Caetano,et al.  Investigation of dynamic cable–deck interaction in a physical model of a cable‐stayed bridge. Part I: modal analysis , 2000 .

[6]  Dean T. Mook,et al.  Theoretical and experimental study of modal interaction in a two-degree-of-freedom structure , 1984 .

[7]  Vincenzo Gattulli,et al.  A parametric analytical model for non‐linear dynamics in cable‐stayed beam , 2002 .

[8]  Fernando A. Branco,et al.  OSCILLATIONS OF BRIDGE STAY CABLES INDUCED BY PERIODIC MOTIONS OF DECK AND/OR TOWERS , 1996 .

[9]  Ali H. Nayfeh,et al.  Nonlinear Interactions: Analytical, Computational, and Experimental Methods , 2000 .

[10]  John H G Macdonald,et al.  Vortex-induced vibrations of the Second Severn Crossing cable-stayed bridge—full-scale and wind tunnel measurements , 2002 .

[11]  Fernando A. Branco,et al.  DYNAMIC ANALYSIS OF THE INTERNATIONAL GUADIANA BRIDGE , 1993 .

[12]  A. M. Abdel-Ghaffar,et al.  Non-linear earthquake-response analysis of long-span cable-stayed bridges: Theory , 1990 .

[13]  John H G Macdonald,et al.  Separation of the contributions of aerodynamic and structural damping in vibrations of inclined cables , 2002 .

[14]  Fabrizio Vestroni,et al.  Nonlinear oscillations of cables under harmonic loading using analytical and finite element models , 2004 .

[15]  James M. W. Brownjohn,et al.  Dynamic performance of a curved cable-stayed bridge , 1999 .

[16]  Vincenzo Gattulli,et al.  Nonlinear interactions in the planar dynamics of cable-stayed beam , 2003 .

[17]  John H G Macdonald,et al.  Evaluation of buffeting predictions of a cable-stayed bridge from full-scale measurements , 2003 .

[18]  A. H. Nayfeh,et al.  Experimental investigation of resonantly forced oscillations of a two-degree-of-freedom structure , 1990 .

[19]  Jean-Louis Lilien,et al.  Vibration Amplitudes Caused by Parametric Excitation of Cable Stayed Structures , 1994 .

[20]  Y. K. Cheung,et al.  On the determination of natural frequencies and mode shapes of cable-stayed bridges , 2001 .

[21]  A. Nayfeh,et al.  Applied nonlinear dynamics : analytical, computational, and experimental methods , 1995 .

[22]  Noel C. Perkins,et al.  Modal interactions in the non-linear response of elastic cables under parametric/external excitation , 1992 .

[23]  Yozo Fujino,et al.  An experimental study on active tendon control of cable‐stayed bridges , 1993 .

[24]  Y. Fujino,et al.  A NON-LINEAR DYNAMIC MODEL FOR CABLES AND ITS APPLICATION TO A CABLE-STRUCTURE SYSTEM , 1995 .

[25]  Yozo Fujino,et al.  An experimental and analytical study of autoparametric resonance in a 3DOF model of cable-stayed-beam , 1993, Nonlinear Dynamics.