Modified Modal Strain Energy Method for Analyzing the Dynamic Damping Behavior of Constrained Viscoelastic Structures
Bao Hua Sun, Jun Wang, Zhan-long Li, Yuan Qin, Shizhong Liu, Dick Tomker
Abstract
Open-access reader
Bao Hua Sun, Jun Wang, Zhan-long Li, Yuan Qin, Shizhong Liu, Dick Tomker
Abstract
Open-access reader
Modal strain energy (MSE) method is an efficient approximation approach for kinetics parameter calculation of constrained viscoelastic structures.MSE fails to determine the precise dynamic behavior of viscoelastic structures when the stiffness matrix is a complex one.To address this issue, this study proposes a new modified MSE method to calculate the loss factor and natural frequency of a constrained viscoelastic structure on the basis of the correlation analysis of the current modal strain method.The modifying factor changed with the amplitude of the modal order loss factor.A prototype system with four parameters, which was equivalent to a viscoelastic sandwich beam or plate, was used to analyze the error between the new modified method and current methods.The proposed method was applied to a viscoelastic suspension.Results show that the proposed method obtains minimum relative errors of 1.2% and 2.3% for structural loss factor and natural frequency as compared with existing methods.This study provides a certain reference for the performance analysis, structural design, and improvement of constrained viscoelastic structures.
OpenAlex reports 9 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Modal strain energy (MSE) method is an efficient approximation approach for kinetics parameter calculation of constrained viscoelastic structures.MSE fails to determine the precise dynamic behavior of viscoelastic structures when the stiffness matrix is a complex one.To address this issue, this study proposes a new modified MSE method to calculate the loss factor and natural frequency of a constrained viscoelastic structure on the basis of the correlation analysis of the current modal strain method.The modifying factor changed with the amplitude of the modal order loss factor.A prototype system with four parameters, which was equivalent to a viscoelastic sandwich beam or plate, was used to analyze the error between the new modified method and current methods.The proposed method was applied to a viscoelastic suspension.Results show that the proposed method obtains minimum relative errors of 1.2% and 2.3% for structural loss factor and natural frequency as compared with existing methods.This study provides a certain reference for the performance analysis, structural design, and improvement of constrained viscoelastic structures.
Key concepts: Viscoelasticity, Loss factor, Modal, Stiffness, Natural frequency, Modal analysis, Structural engineering, Structural dynamics