Nonlinear State-Space Model of Self-excited forces for Bluff Body Aeroelasticity

被引:1
|
作者
Gao, Guangzhong [1 ]
Zhu, Ledong [2 ,3 ,4 ]
Li, Jiawu [1 ]
Oiseth, Ole [5 ]
机构
[1] Changan Univ, Dept Bridge Engn, Highways Coll, Xian 710064, Peoples R China
[2] Tongji Univ, Coll Civil Engn, Deparment Bridge Engn, Shanghai 200092, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[4] Tongji Univ, Key Lab Transport Ind Bridge Wind Resistance Techn, Shanghai 200092, Peoples R China
[5] Norwegian Univ Sci & Technol, Dept Struct Engn, N-7491 Trondheim, Norway
基金
中国国家自然科学基金;
关键词
aerodynamic nonlinearities; time domain; nonlinear state space model; aerodynamic force transfer functions; aeroelastic instabilities; limit cycle oscillation; VORTEX-INDUCED VIBRATIONS; AERODYNAMIC FORCES; INDICIAL FUNCTIONS; BRIDGES; FLUTTER; WIND; SCHEME;
D O I
10.1016/j.jsv.2024.118387
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper introduces a novel state-space model of nonlinear self-excited forces designed to capture amplitude dependency and unsteady effect in bluff body aeroelasticity. In the present form, this model represents a theoretical extension of the classical linear state-space model into the nonlinear regime, particularly relevant when a bluff section undergoes large amplitude oscillations. The proposed model incorporates additional state variables to approximate nonlinear convolution-based indicial functions, thereby providing a valuable tool for estimating nonlinear wind-induced instabilities, including nonlinear flutter limit cycle oscillation (LCO), vortexinduced vibration (VIV), and unsteady galloping. Furthermore, we establish the analytical foundation for identifying nonlinear parameters through the equivalent linearization of nonlinear transfer functions and the development of a numerical solving algorithm for the nonlinear governing equation. The feasibility of this model is rigorously validated through experimental results pertaining to nonlinear flutter, unsteady galloping, and VIV of typical bluff sections. Additionally, this model serves as the cornerstone for a nonlinear analytical framework in the time domain, facilitating the integration of both aerostatic and structural nonlinearities into comprehensive structural analyses.
引用
收藏
页数:23
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