A unified method for in-plane vibration analysis of double-beam systems with translational springs. (15th September 2022)

• Record Type: Journal Article
• Authors: Fei, Han; Zichen, Deng; Danhui, Dan
• Is Part Of: Journal of sound and vibration. Volume 534(2022)
• Publication Date: 2022-09-15
• Subjects: Free vibration -- Double-beam system -- Dynamic stiffness method -- Modal analysis -- Exact solution; Sound -- Periodicals; Vibration -- Periodicals; Son -- Périodiques; Vibration -- Périodiques; Sound; Vibration; Periodicals; Electronic journals; 620.205
• DOI: 10.1016/j.jsv.2022.117042
• Languages: English
• ISSNs: 0022-460X

Abstract

Highlights: A general modeling approach and an exact modal analysis framework for the double-beam system is proposed. The dynamic stiffness method is successfully extended to the dynamic analysis of double-beam system with translational springs for the first time. The influence of spring stiffness and difference between the length of two beams on modal characteristics are comprehensively discussed. Abstract: Double-beam structures with many translational springs are a class of significant engineering structures, which have been widely used in civil, aerospace, and mechanical engineering. The dynamic characteristics of such structures is significant to their structural design, vibration abatement and condition assessment. Since the motion differential equation of a double-beam system is a system of complex fourth-order variable coefficient partial differential equations. The existing analytical methods either need to simplify the structural mechanics model or make some prior assumptions about the form of the solution of the equation, which is convenient for the simplification and solution of the equation, and finally reduces the universality of the whole analysis process, and has many limitations in the practical application. An alternative solution is the finite element method, but it can only give an approximate solution to distributed parameter systems. In view of this, this article developed a unified approach for the free vibration of the double-beam structures by employing the dynamic stiffness method (DSM), which has no restrictions on the geometric characteristics and boundary conditions of the structure, and can obtain the exact dynamic characteristics of the system without any approximation. The correctness of the proposed method is validated by comparison with literatures and the finite element solutions. Finally, a comprehensive parametric study is performed to investigate the influence of key parameters on modal frequencies and mode shapes.