Abstract

Abstract It is a well-known fact that, in a real engineering situation, fixtures are not ideally stiff, so numerical simulations using them are unlikely to present results that are consistent with the experimental ones. The present paper intends to describe a model updating methodology inserting translational and rotational springs in order to better represent the real clamping. For that purpose, the PSO stochastic optimization method will be used to determine the spring stiffness in an iterative way. In addition, uncertainties regarding the material properties, such as density and Young’s Modulus, as well as workpiece dimensions, will also be taken into account in the optimization algorithm. Once the experimental natural frequencies and the geometry of the studied parts are known, the algorithm automatically updates the model, approximating the natural frequencies obtained from the numerical model to the experimentally obtained ones as closely as possible. In addition, the modal shapes of the updated simulation will be compared to the experimental data and to a rigid boundary simulation. Results will demonstrate that the proposed methodology efficiently represents the fixturing flexibility: both natural frequencies and mode shapes found were close to the real dynamic system.

Highlights

  • The boundary conditions are an important issue regarding any numerical or experimental engineering problem

  • The model updating results will be compared to the experimental ones and to a simulation applying a rigid boundary condition

  • The main goal of this work is to properly model a cantilever plate clamped at a non-ideal fixture system in order to correctly predict its natural frequencies and modal shapes

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Summary

Introduction

The boundary conditions are an important issue regarding any numerical or experimental engineering problem. The model updating method is a strong tool to adjust the model to the empirical results. It changes some parameters of the numerical or analytical model to match the experimental data. In this regard, Kabe (1984) used the model updating technique to adjust a mass-spring system, changing the stiffness matrix directly to approximate the simulated natural frequencies to the experimental ones. Using a finite element model, Mottershead et al (1996) applied the model updating method to properly model a welded joint on a plate, once the plate support had some flexibility. To achieve the flexibility of the practical experiment, the chosen updating parameter was the effective length of the plate

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