Aeroelastic Response from Indicial Functions with a Finite Element Model of a Suspension Bridge

1st Conference of Computational Methods in Offshore Technology

计算机科学

Mikkelsen, O.^1 ; Jakobsen, J.B.^1

Department of Mechanical and Structural Engineering and Materials Science, University of Stavanger, Norway^1

关键词: Aeroelastic behaviour;    Aeroelastic response;    Along wind response;    Comprehensive analysis;    Direct integration;    Flutter derivatives;    Flutter instability;    Horizontal translation;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/276/1/012006/pdf
DOI  :  10.1088/1757-899X/276/1/012006

学科分类：计算机科学（综合）

来源: IOP

【 摘 要 】

The present paper describes a comprehensive analysis of the aeroelastic bridge response in time-domain, with a finite element model of the structure. The main focus is on the analysis of flutter instability, accounting for the wind forces generated by the bridge motion, including twisting as well as vertical and horizontal translation, i.e. all three global degrees of freedom. The solution is obtained by direct integration of the equations of motion for the bridge-wind system, with motion-dependent forces approximated from flutter derivatives in terms of rational functions. For the streamlined bridge box-girder investigated, the motion dependent wind forces related to the along-wind response are found to have a limited influence on the flutter velocity. The flutter mode shapes in the time-domain and the frequency domain are consistent, and composed of the three lowest symmetrical vertical modes coupled with the first torsional symmetric mode. The method applied in this study provides detailed response estimates and contributes to an increased understanding of the complex aeroelastic behaviour of long-span bridges.