1. 天津城建大学 天津市土木建筑结构防护与加固重点实验室,天津,300384
2. 长安大学 陕西省公路桥梁与隧道重点实验室,西安,710064
3. 长安大学 风洞实验室,西安,710064
刘磊(1992-), 男, 硕士研究生, 研究方向:桥梁抗风.E-mail:971042301@qq.com
管青海(1985-)男, 博士, 讲师, 研究方向:桥梁抗风.E-mail:gqh@tcu.edu.cn
纸质出版:2020
移动端阅览
刘磊, 管青海, 李加武, 刘健新. 基于能量等效原理的颤振机理及颤振导数识别[J]. 空气动力学学报, 2020, 38(2): 224-231.
LIU Lei, GUAN Qinghai, LI Jiawu, et al. Study on flutter mechanism and identification of flutter derivatives based on energy equivalence[J]. 2020, 38(2): 224-231.
刘磊, 管青海, 李加武, 刘健新. 基于能量等效原理的颤振机理及颤振导数识别[J]. 空气动力学学报, 2020, 38(2): 224-231. DOI: 10.7638/kqdlxxb-2018.0118.
LIU Lei, GUAN Qinghai, LI Jiawu, et al. Study on flutter mechanism and identification of flutter derivatives based on energy equivalence[J]. 2020, 38(2): 224-231. DOI: 10.7638/kqdlxxb-2018.0118.
桥梁和风是相互作用的流固耦合系统,风对桥梁的作用效应可以分为阻尼效应和刚度效应。首先基于能量等效原理将Scanlan线性颤振自激力分为纯阻尼效应项
H
1
*
、
A
2
*
,纯刚度效应项
A
3
*
、
H
4
*
和既有刚度效应又有阻尼效应的双重效应项
A
1
*
、
H
2
*
、
H
3
*
、
A
4
*
。将颤振自激力进行积分运算分别求出其阻尼效应项的做功时程和刚度效应项的无功时程并从功能角度对经典耦合颤振驱动机理进行了研究,最后通过将耦合颤振微分方程转化为功能方程形式,提出了一种基于自激力瞬时做功的颤振导数识别方法并证明了该方法的可靠性。
Bridges and winds are fluid-solid interacting coupling systems. The effects of wind on bridge systems can be divided into damping effects and stiffness effects. Firstly
based on the principle of energy equivalence
the Scanlan linear flutter self-excitation is divided into pure damping effect term
H
1
*
、
A
2
*
pure stiffness effect term
A
3
*
、
H
4
*
and double effect term
A
1
*
、
H
2
*
、
H
3
*
、
A
4
*
with both stiffness and damping effect. The flutter self-excitation is integrated to calculate the reactive time history of the damping effect term and the stiffness effect term. The classical coupling flutter driving mechanism is studied from the functional point of view. The differential equation is transformed into a functional equation form. Moreover
and a flutter derivative identification method based on self-excited instantaneous work is proposed and the reliability of the method is proved.
WANG Q, LIAO H L, LI M S, et al. Aerodynamic stability of long-span bridges in post flutter[J]. Journal of Southwest Jiaotong University, 2013, 48(6):983-988. (in Chinese)
ZHOU Z Y, YANG L K, GE Y J. Anlysis on the flutter mechanism and the charateristic of the surface pressure for the flexible suspension rigid model[J]. Acta Aerodynamica Sinica, 2011, 29(5):619-627. (in Chinese)
YANG Y X, GE Y J, XIANG H F. Flutter control effect and mechanism of central-slotting for long-span bridges[J]. China Civil Engineering Journal, 2006, 39(7):74-80. (in Chinese)
MATSUMOTO M, DAITO Y, YOSHIZUMI F, et al. Torsional flutter of bluff bodies[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 69/70/71:871-882.[LinkOut]
DING Q S, ZHU L D. Aerodynamically coupling flutter analysis and flutter mechanism for bridge deck sections[J]. China Civil Engineering Journal, 2007, 40(3):69-73, 91. (in Chinese)
SCANLAN R H. The action of flexible bridges under wind, I:Flutter theory[J]. Journal of Sound and Vibration, 1978, 60(2):187-199.
LIU G, WANG X W, QIANG S Z, et al. Flutter analysis of long-span suspension bridges by energy method[J]. China Journal of Highway and Transport, 2000, 13(3):20-24. (in Chinese)
LIU Z J, YANG Y X, GE Y J. Aerodynamic energy transfer characteristics in coupled flutter of plate[J]. Journal of Vibration and Shock, 2013, 32(10):55-61. (in Chinese)
LIU Z J, YANG Y X, ZHOU B L. The pneumatic energy analysis of typical bridge section wind-induced vibration[J]. Acta Aerodynamica Sinica, 2014, 32(1):123-130. (in Chinese)
DIANA G, ROCCHI D, ARGENTINI T, et al. Aerodynamic instability of a bridge deck section model:Linear and nonlinear approach to force modeling[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(6/7):363-374.
LIN H, LIAO H L. Nonlinear aerodynamic forces on the flat plate in large amplitude oscillation[J]. International Journal of Applied Mechanics, 2013, 5(4):1-18, 2013.
ZHU L D, GAO G Z. A nonlinear self-excited force model for soft flutter phenomenon of a twin-side-girder bridge section[J]. Journal of Vibration and Shock, 2016, 35(21):29-35. (in Chinese)
GAO G Z, ZHU L D. Nonlinearity of mechanical damping and stiffness of a spring-suspended sectional model system for wind tunnel tests[J]. Journal of Sound and Vibration, 2015, 355:369-391.
LI Y L, LIAO H L, QIANG S Z. Identification for flutter derivatives of bridge deck cross section by weighting ensemble least-square method[J]. China Civil Engineering Journal, 2004, 37(3):80-84. (in Chinese)
DING Q S. Fine analysis of the shift response of long-span bridge[D]. Shanghai: Tongji University, 2001. (in Chinese)
ZHANG F. Research on identification method for flutter derivatives of bridges decks and realization by MATLAB[D]. Xi'an: Chang'an University, 2016. (in Chinese)
LI Y X, ZHU Z W, CHEN Z Q. Implementation ofeigensystem realization algorithm with data correlation to identify flutter derivatives of bridges[J]. Journal of Vibration and Shock, 2008, 27(8):117-120, 182. (in Chinese)
ULKER-KAUSTELL M, KAROUMI R. Application of the continuous wavelet transform on the free vibrations of a steel-concrete railway bridge[J]. Engineering Structures, 2011, 33(3):911-919.
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