S型功能梯度复合梁的非线性颤振特性分析OA
Analysis of nonlinear flutter characteristics of S-shaped functionally graded composite beams
针对飞行器超音速飞行时可能发生的颤振等力学行为,基于经典梁理论和一阶活塞气动理论,探究S型功能梯度复合梁的非线性颤振特性.考虑 2类S型功能梯度材料(S-FGM)复合梁结构,采用Galerkin法对系统控制方程进行离散化处理,结合Routh-Hurwitz稳定性判据与Hopf分岔理论,进一步推导出系统发生颤振时对应的临界流速与频率的解析表达式.通过数值算例,对比了2类不同分布复合梁在超音速环境下的稳定性,并系统地研究了梯度指数等关键物理参变量对S型功能梯度梁的颤振稳定性的影响,通过Runge-Kutta法对系统的稳定性进行验证.结果表明,随着功能梯度指数越大,系统将越容易发生颤振,研究结果将为S型功能梯度复合梁的设计优化提供理论依据.
Based on the classical beam theory and the first-order piston aerodynamic theory,the nonlinear flutter characteristics of S-shaped functionally graded composite beams are investigated for the mechanical behaviors such as flutter that may occur during the supersonic flight of aircraft.Considering two types of S-shaped functionally graded materials(S-FGM)composite beam structures,the Galerkin method is used to discretize the system control equation,combining with Routh-Hurwitz stability criterion and Hopf bifurcation theory,the analytical expressions of the critical velocity and frequency are derived.The stability performance of the two types of composite beams is compared through an example,and the influence of key physical parameters such as temperature stress,gradient index and aerodynamic stiffness coefficient on the flutter stability of S-type functionally graded beams is systematically studied.Finally,the stability of the system is verified by Runge-Kutta method.The results show that with the increase of the functionally graded index,the system will be more prone to flutter.The research results will provide a theoretical basis for the design optimization of S-shaped functionally graded composite beams.
汪卫东;韩明君;冯瑞龙
兰州理工大学理学院,甘肃 兰州 730050兰州理工大学理学院,甘肃 兰州 730050兰州理工大学理学院,甘肃 兰州 730050
数理科学
S型功能梯度Hopf分岔复合梁颤振
S-type functional gradientHopf bifurcationcomposite beamflutter
《首都师范大学学报(自然科学版)》 2026 (1)
33-43,55,12
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