Abstract

Typical factors that cause nonlinear behavior in structures are geometric nonlinearity, force and displacement boundary condition nonlinearities, and material nonlinearity. The nonlinearity caused by an increase of the internal energy in built-up structures is mostly due to the displacement boundary condition induced by the contact interface region. This study proposes an experimental mode analysis technique that predicts changes in natural frequencies and damping ratios when the external excitation force increases in a structure’s contact surfaces. Specifically, the nonlinearity of the dynamic characteristics induced by the contact region is described by the constitutive Iwan model. Next, an estimation method was developed for two parameters among the four of the Iwan model. This study used a modal analysis method. As an extension of a previous study, the approximate form of the harmonic excitation-induced force was determined in closed form. The configuration of the numerical model for the full structure was introduced from this resultant form. By using these numerical results, responses in the full structure, according to the harmonic excitation, have been represented in mode summation form. This research proposes an estimation method for two parameters among the four of the constitutive model. The proposed method was verified by simulations conducted with the lumped model and by experiments conducted on a partially connected double beam.

Highlights

  • Experimental modal analysis was performed to ensure structural stability under operating conditions

  • The frequency response function (FRF) in the modal domain is derived based on the Iwan model, which is a representative constitutive model describing the nonlinearity of the dynamic characteristics due to the contact surfaces

  • Many studies have reported the change of dynamic characteristics of built-up structures with an increase in internal energy

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Summary

Introduction

Experimental modal analysis was performed to ensure structural stability under operating conditions. To estimate the change in the resonance frequency and damping ratio with respect to an increase in the external force or internal energy, the equation of motion for the built-up structure was derived by assuming that the contact surface was connected to the Iwan model. This study proposes a method to identify two parameters, out of the four parameters of the Iwan model, which are used to describe the change of dynamic characteristics according to changes in the internal energy of the built-up structures. By using the derived modal equations, an attempt is made to estimate the two parameters by applying experimental modal analysis, which is generally performed to identify the dynamic characteristics of the structures. The results were compared with the estimated modal parameters from experimental measurements

Modeling of Joint Force
Modal Formulation of the Full Structure
Description theFRF
Description of the system bythe thestiffness stiffness k and
Simulation
Experiments
Findings
Summary and Conclusions
Full Text
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