Time domain analysis of bridge flutter and programming based on ANSYS
LIU Xiuping1, LIU Huanju2, ZHAO Yue3, LI Guangling3
1. School of Civil Engineering, Tianshui Normal College, Tianshui 741000, China;
2. School of Civil Engineering, Hebei University of Engineering, Handan 056038, China;
3. College of Highway, Chang’an University, Xi’an 710064, China
Abstract:In order to avoid the error interference of inputting vibration frequency of matrix element MATRIX27 and simplify the repeated process of iterative determination of self-excited force in calculation, based on the impulse response function expression of self-excited force, the effects of different optimization algorithms in the aerodynamic derivative fitting were compared and studied. The iterative form for calculating the nonlinear term in the rational function expression of self-excited force was derived, and a method for modeling and solving time-domain flutter analysis of bridge based on MATRIX27 matrix element was proposed. The mixed programming technology of MATLAB and ANSYS was utilized to identify the flutter critical state of bridge. Wind-induced flutter analysis of simply supported beam bridge with ideal plate section and a long-span bridge was provided to verify the proposed method. The results show that the calculated responses of the proposed method are in good agreement with the theoretical ones, with the relative error no more than 1%. The calculations, meanwhile, don’t rely on the selection of time step. The proposed method can provide reference for solving complex nonlinear flutter problems with ANSYS.
Key words: bridge structure; time-domain flutter analysis; mixed programming; optimization algorithms
刘修平1,刘焕举2,赵越3,李光玲3. 基于ANSYS的桥梁颤振时域分析及程序实现[J]. 振动与冲击, 2022, 41(13): 252-258.
LIU Xiuping1, LIU Huanju2, ZHAO Yue3, LI Guangling3. Time domain analysis of bridge flutter and programming based on ANSYS. JOURNAL OF VIBRATION AND SHOCK, 2022, 41(13): 252-258.
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